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COMPLIANCE CERTIFICATE - 14-00352 - BYUI Science & Technology Building
COMcheck Software Version 3.9.3 Envelope Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type: New Construction Project Title : BYUI Science & Technology Bldg Construction Site: Rexburg, ID Owner/Agent: BYU Idaho Rexburg, ID Section 2: General Information Building Location (for weather data): Rexburg, Idaho Climate Zone: 6b Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 32% Activity Type(s) Floor Area Classrooms, Labs and Offices (Common Space 107958 Types:Classroom/Lectureffraining) Section 3: Envelope Assemblies Envelope PASSES: Design 11% better than code. Climate -Specific Component Name/Description Roof 1: Insulation Entirely Above Deck Exterior Wall 1 - Academic Type C: Solid Concrete:l 2" Thickness,Medium Density, Furring: Metal Window la - N/E facing windows: Metal Frame with Thermal Break: Double Pane with Low -E, Perf. Type: Other testing/cert. Product ID: , SHGC 0.38 (b) Window I - S/W facing windows: Metal Frame Curtain Wall/Storefront:Double Pane with Low -E, Pert. Type: Other testing/cert. Product ID:, SHGC 0.29 (b) Exterior Wall 2 - Academic Type E1: Steel -Framed, 16" o.c. Window 2a - N/E facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Perf. Type: Other testing/cert. Product ID: , SHGC 0.38 (b) Window 2b - S/W facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Pert. Type: Other testing/cert. Product ID: , SHGC 0.29 (b) Exterior Wall 3 - Academic Type E2: Steel -Framed, 16" o.c. Window 3a - N/E facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Perf. Type: Other testing/cert. Product ID: , SHGC 0.38 (b) Window 3b - S/W facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Perf. Type: Other testing/cert. Product ID: , SHGC 0.29 (b) 14-00352 BYUI Science & Technology Bldg Office Copy (1 of 2) Designer/Contractor: CRSA Architecture 649 East South Temple Salt Lake City, UT 84102 801-355-5915 Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Factor U -Factorial _Perimeter 39016 — 42.0 0.023 0.048 8176 14.0 0.0 0.124 0.080 246 --- --- 0.290 0.550 404 --- --- 0.280 0.450 12388 24.0 10.0 0.049 0.064 1625 -- --- 0.290 0.550 241 -- --- 0.280 0.550 17908 30.0 10.0 0.044 0.064 3891 -- -- 0.290 0.550 5712 --- -- 0.280 0.550 Project Title: BYUI Science & Technology Bldg Data filename: J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Scl & Tech Bldg Comcheck.cck Report date: 08/01/14 Page 1 of 2 Exterior Wall 4 - Academic Clerestory: Steel -Framed, 24" O.C. Window 4a - N/E facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Per(. Type: Other testing/cert. Product ID: , SHGC 0.38 (b) Window 4b - S/W facing windows: Metal Frame with Thermal Break:Double Pane with Low -E, Pert. Type: Other testing/cert. Product ID: , SHGC 0.29 (b) Floor 1: Slab-On-Grade:Unheated, Vertical 2 ft. I 2115 14.0 0.0 0.105 0.064 539 --- -- 0.290 0.550 t _ 520 -- --- 0.280 0.550 V4 2186 --- 10.0 -- --- I (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestrations product performance must be certfed in accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1 (2007) Standard requirements i OMc eck Ver on 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. Nam -T if V Signature Date Project Title: BYUI Science & Technology Bldg Report date: 08/01/14 Data filename: J:\Project Files\2013 Jobs\13113- BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Bldg Comcheck.cck Page 2 of 2 COMcheck Software Version 3.9.3 Inspection Checklist Energy Code: 90.1 (2007) Standard Requirements: 72.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 111 High Impact (Tier 1) `,.J Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 1 of 7 Bldg Comcheck.cck (2007) tandard Plan Review I Complies? Comments/Assumptions .2.2 Plans and/or specifications provide all i❑Complies 'Rl)1 :information with which compliance ❑Does Not can be determined for the building ❑Not Observable: 'envelope and document where ❑Not Applicable exceptions to the standard are Additional Comments/Assumptions: 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2)=�3�" Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 2 of 7 Bldg Comcheck.cck SectionFooting # / Foundation Plans Verified Field Verified & Req.ID Inspection Value Value Complies? Comments/Assumptions 5.5.3.3 Below -grade wall insulation R- R- R- ❑Complies Seethe Envelope Assemblies [F0111 'value. ❑Does Not table for values. []Not Observable ❑Not Applicable 5.5.3.5 (Slab edge insulation R -value. R- R-_ ❑Complies See the Envelope Assemblies [FO311 ❑Unheated, ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 5.8.1.2 Slab edge insulation installed per '❑Compties [FO411 manufacturer's instructions. ❑Does Not ❑Not Observable '.. ❑Not Applicable 5.5.3.5 Slab edge insulation ft ft ❑Complies', See the Envelope Assemblies [FO511 (depth/length.❑Does Not table for values. ❑Not Observable _❑Not Applicable 5.8.1.7.3 Insulation in contact with the,.€;❑Complies [F0711 ground has <=0.3%water "❑Does Not absorption rate per AS 0272. °. , - " xf'K ❑Not Observable '3❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 _ Data j:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 3 of 7 Bldg Comcheck.cck Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 5.4.3.2 Factory -built fenestration and Fenestration_ Fenestration_ ❑Complies [FR1]3 doors are labeled as meeting air _ cfm/ftz cfm/ft2 ❑Does Not leakage requirements. Doors Doors Observable cfm/ft2'. cfm/ft2❑Not ❑Not Applicable 5.5.43a Vertical fenestration U -Factor. U- U- ❑Complies', See the Envelope Assemblies [FR8]1❑Does Not table for values. ❑Not Observable ❑Not Applicable'. 5.5.4.3b Skylight fenestration U -Factor. U-_ U-_ ❑Complies See the Envelope Assemblies [FR9]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable 5.5.4.4.1 Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR10]1 El Does Not table for values. ❑Not Observable ❑Not Applicable. 5.5.4.4.2 Skylight SHGC value. SHGC:_ SHGC: ❑Complies', See the Envelope Assemblies [FR1111 ❑Does Not table for values. ❑Not Observable ❑Not Applicable 5.8.2.1, Fenestration products rated in ❑Complies 5.8.2.4 accordance with NFRC. ❑Does Note, [FR12]' ❑Not Observable ❑Not Applicable 5.8.2.2 Fenestration products are ❑Complies [FR13]1 certified as to performance labels ❑Does Not or certificates provided. ❑Not Observable ❑Not Applicable', 5.8.2.3, U -factor of opaque doors-, U- U- ❑Complies ;See the Envelope Assemblies 5.5.3.6 associated with the building, ❑ Swinging E] Swinging ❑Does Not ;table for values. [FR14]' 'thermal envelope meets ❑ Nonswinging, E]Nonswinging ❑Not Observable ,requirements. ❑Not Applicable , Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI sci & Tech Page 4 of 7 Bldg Comcheck.cck Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Re .ID 5.4.3.1 All sources of air leakage in the ❑Complies', [IN111 building thermal envelope are ❑Does Not sealed, caulked, gasketed, weather stripped or wrapped with []Not Observable moisture vapor -permeable []Not Applicable wrapping material to minimize air leakage. 5.5.3.1 Roof R -value. For some ceiling R- R- ❑Complies ',See the Envelope Assemblies [IN211 systems, verification may need to ❑ Above deck j ❑ Above deck ❑Does Not table for values. occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable, 5.8.1.2, (Roof insulation installed per ❑Complies '.. 5.8.1.3 manufacturer's instructions. ❑Does Not [IN311 Blown or poured loose -fill. ❑Not Observable '., :the insulation is installed only where roof slope is <=3 in 12. ❑Not Applicable 5.5.3.1.1 High -albedo roofs meet solar SR: SR:_ ❑Complies [IN5]3 reflectance of 0.70 and thermal SRL SRI: []Does Not emittance of 0.75 or SRI of 82. ❑Not Observable []Not Applicable 5.5.3.2 Above -grade wall insulation R- R- R- ❑Complies See the envelope Assemblies [IN611 value. ❑Mass ❑ Mass ❑Does Not table for values. ❑ Metal ❑ Metal ❑Not Observable ❑ Steel ❑ Steel ❑Not Applicable ❑ Wood ❑ Wood 5.8.1.2 (Above -grade wall insulation ❑Complies [IN7]1 ' installed per manufacturer's ❑Does Not .instructions. ❑Not Observable ❑Not Applicable 5.5.3.4 !Floor insulation R -value. R- R- ❑Complies Seethe Envelope Assemblies [IN8]1 ❑ Mass ❑ Mass ❑Does Not table for values. E] Steel ❑ Steel ❑Not Observable ❑ Wood ❑ Wood ❑Not Applicable 5.8.1.1 Building envelope insulation is ❑Complies [IN10]2 labeled with R -value or insulation ❑Does Not certificate providing R -value and ❑Not Observable .other relevant data. ❑Not Applicable 5.8.1.4 Eaves are baffled to deflect air to ❑Complies [IN11)2 above the insulation. ❑Does Not '. ❑Not Observable'. ❑Not Applicable 5.8.1.5 Insulation is installed in ❑Complies [IN12]2 substantial contact with the ❑Does Not inside surface separating ❑Not Observable .conditioned . space from unconditional space. ❑Not Applicable 5.8.1.6 Recessed equipment installed in ❑Complies'. [IN13]2 building envelope assemblies ❑Does Not does not compress the adjacent ❑Not Observable insulation. ❑Not Applicable 1 High Impact (Tier 1) - 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 5 of 7 Bldg Comcheck.cck section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 5.8.1.7 Exterior insulation is protected _ []Complies [IN14]2 from damage with a protective ❑Does Not material. Verification for exposed ❑Not Observable foundation insulation may need []Not Applicable to occur during Foundation Inspection. 5.8.1.7.1 Attics and mechanical rooms ❑Complies [IN15]' have insulation protected where ❑Does Not .adjacent to attic or equipment []Not Observable�I access. ❑Not Applicable 5.8.1.7.2 Foundation vents do not interfere ❑Complies [IN16]' with insulation. ❑Does Not []Not Observable []Not Applicable 5.8.1.8 Insulation intended to meet the ❑Complies,. [IN17]3 roof insulation requirements ❑Does Not cannot be installed on top of a []Not Observable suspended ceiling. Mark this []Not Applicable requirement compliant if insulation is installed accordingly...; Additional Comments/Assumptions: 1 I High Impact (Tier 1) _ Medium Impact (Tier 2) 44V_ Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data j:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 6 of 7 Bldg Comcheck.cck 90.1 (2007) Final Inspection Complies? Comments/Assumptions Standard 5.4.3.3 Weatherseals installed on all loading ❑Complies [Fill' dock cargo doors in Climate Zones 4- ❑Does Not 8. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ----------- 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report 08/01/14 Data JAProject Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 7 of 7 Bldg Comcheck.cck 2009 IECC COMcheck Software Version 3.9.3 Interior Lighting Compliance Certificate Section 1: Project Information B Lamps/ Fixture Project Type: New Construction D Fixture Watt. Project Title : BYU-I Science and Technology Building SchoollUniversity, (113412 scift) Construction Site: Owner/Agent: Designer/Contractor: Mike Payne LED 1: Ft: LED 2 ft. under counter light: LED Undercabinet Unit 12W: Payne Engineering 6 1823 E. Center Street 72 Pocatello, ID 83201 1 208-2324439 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts 1 ft2 (B x C) School/University 113412 1.2 136094 Total Allowed Watts = 136094 Section 3: Interior Lighting Fixture Schedule A Fixture ID : Description I Lamp / Wattage Per Lamp I Ballast B Lamps/ Fixture C # of Fixtures D Fixture Watt. E (C X D) SchoollUniversity, (113412 scift) LED 1: Ft: LED 2 ft. under counter light: LED Undercabinet Unit 12W: 1 6 12 72 LED 2: FT LED open strip light: LED Linear 33W: 1 140 32 4480 LED 20: F8: LED over mirror light: LED Panel 40W: 1 4 40 160 LED 3: F10: LED recessed lay -in: Other: 1 55 49 2695 LED 4: Ft 1: LED hard ceiling 2x2: Other: 1 2 37 74 LED 5: F13: LED recessed lay -in: LED Other Fixture Unit 50W: 1 131 50 6550 LED 6: F14: LED wrap: LED Other Fixture Unit 50W: 1 3 50 150 LED 7: F15: LED recessed lay -in: LED Panel 38W: 1 26 38 988 LED 8: F16: LED linear pendant: Other: 1 198 49 9702 LED 9: F17: LED linear strip: LED Other Fixture Unit 46W: 1 431 45 19395 LED 10: F18: LED linear strip: LED Other Fixture Unit 46W: 1 95 45 4275 LED 11: F19: LED recessed lay -in: LED Other Fixture Unit 36W: 1 435 37 16095 LED 12: F20: LED wall sconce: LED Panel 40W: 1 6 40 240 LED 13: F21: LED recessed lay -in: LED Other Fixture Unit 50W: 1 40 50 2000 LED 14: F22: LED wet locatation: Other: 1 22 79 - 1738 LED 15: F23: LED recessed lay -in: LED Other Fixture Unit 50W: 1 3 50 150 LED 16: F27: LED task light: Other: 1 3 34 102 LED 17: F28: LED under counter light: LED Undercabinet Unit 12W: 1 2 12 24 LED 18: F29: LED recessed can: LED Other Fixture Unit 40W: 1 80 39 3120 LED 19: F35: LED linear strip: LED Other Fixture Unit 50W: 1 57 50 2850 Total Proposed Watts = 74860 Section 4: Requirements Checklist Interior Lighting PASSES: Design 45% better than code. Project Title: BYU-1 Science and Technology Building Report date: 07/28/14 Data filename: P:\2013\BYU-1 Science R Tech Bldg. 1365\05_Calculations\Comeheck.wk Page 1 of 2 Lighting Wattage: Fl 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wafts Proposed Watts Complies 136094 74860 YES Controls, Switching, and Wiring: 2. Daylight zones under skylights more than 15 feel from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: L] Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. p Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. LJ Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. F-1 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. L] An occupant -sensing device controls the area. ❑ The area is a corridor, storeroom, restroom, public lobby or sleeping unit. L] Areas that use less than 0.6 Watts/sq.ft. 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: O Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. O 10. Photocell/astronomical time switch on exterior lights. Exceptions: O Lighting intended for 24 hour use. O 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: O Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. Mike Payne Name - Title Project Notes: Job #: 1365 Mike Payne 7-29-2014 Signature Date THE FIXTURE COUNTS INDICATED ON THE ENERGY COMPLIANCE DOCUMENTS SHALL NOT BE UTILIZED FOR BIDDING PURPOSES. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR LIGHT FIXTURE COUNTS BASED ON THE LIGHTING DRAWINGS, Project Title: BYU-I Science and Technology Building Report date: 07/28/14 Data filename: P:\2013\BYU-1 Science & Tech Bldg. 1365\05_Calculations\Comcheck.cck Page 2 of 2 COMcheck Software Version 3.9.3 Mechanical Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type: New Construction Project Title : BYUI Science & Technology Bldg Construction Site: Owner/Agent: Rexburg, ID BYU Idaho Rexburg, ID Section 2: General Information Building Location (for weather data): Rexburg, Idaho Climate Zone: 6b Section 3: Mechanical Systems List Quantlty System Type & Description Designer/Contractor: CRSA Architecture 649 East South Temple Salt Lake City, UT 84102 801-355-5915 HVAC System AHU-1&2 (Multiple -Zone) : Heating: 2 each - Hydronic or Steam Coil, Hot Water, Capacity = 1821 kBtu/h No minimum efficiency requirement applies Cooling: 2 each - Hydronic Coil, Capacity = 1819 kBtu/h, Air Economizer No minimum efficiency requirement applies Fan System: FAN SYSTEM 11 SF -1, SF -2 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Multi -Zone VAV, 70000 CFM, 78.0 motor nameplate hp HVAC System AHU-3 (Single Zone) : Heating: 1 each - Hydronic or Steam Coil, Hot Water, Capacity = 149 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Hydronic Coil, Capacity = 275 kBtu/h, Air Economizer No minimum efficiency requirement applies Fan System: FAN SYSTEM 2 1 SF -3 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Single -Zone VAV, 5000 CFM, 7.5 motor nameplate hp HVAC System SAHU-I-G (Single Zone) : Heating: 1 each - Hydronic or Steam Coil, Hot Water, Capacity = 107 k8tu/h No minimum efficiency requirement applies Cooling: 1 each - Hydronic Coil, Capacity = 56 kBtu/h No minimum efficiency requirement applies Fan System: FAN SYSTEM 3 i SAHU-I-G -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 1990 CFM, 0.7 motor nameplate hp Section 5: Compliance Statement Compliance Statement., The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 3.9.3 and to comply with the mandatory rSRulrements in the Requirements Checklist. Project Title: BYUI Science & Technology Bldg Data filename: J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Bldg Comcheck.cck Report date: 08/01/14 Page 1 of 2 Name - Title Signature Date Section 6: Post Construction Compliance Statement ❑ HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. El HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days after system acceptance. ❑ Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer -Name Signature Date Project Title: BYUI Science & Technology Bldg Report date: 08/01/14 Data filename: J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Bldg Comcheck.cck Page 2 of 2 COMcheck Software Version 3.9.3 Inspection Checklist Energy Code: 90.1 (2007) Standard Requirements: 72.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1 High Impact (Tier 1) 2. Medium Impact (Tier 2) 3�' Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 1 of 9 Bldg Comcheck.cck 90.1 _ (2007) Plan Review Complies? Comments/Assumptions Standard 4.2.2,'Plans, specifications, and/or ❑Complies '.Requirement will be met. 6.4.2 calculations provide all information ❑Does Not [PR211 with which compliance can be❑Not Observable Ideterminedfor the mechanical ',ONot Applicable. .systems and equipment and :document where exceptions to the, ;standard are claimed. load -calculations per acceptable -engineering standards and ,handbooks. 4.2.2, '.. Plans, specifications, and/or ❑Complies !Requirement will be met. 7.4.1 'calculations provide all information ❑Does Not [PR311 ;with which compliance can be ❑Not Observable 'determined for the service water Applicable heating systems and equipment and❑Not document where exceptions to the !standard are claimed. Hot water ':system sized per manufacturer's .sizing guide. 6.7.2.4 Detailed instructions for HVAC❑Complies Requirement will be met. [PR511 systems commissioning included on❑Does Not. the plans or specifications for projects Observable'. >=50,000 ft2.❑Not ❑No[Applicable ' Additional Comments/Assumptions: 1 High Impact (Tier 1) 2.1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 2 of 9 Bldg Comcheck.cck " # Footing / Foundation 4 Req.ID Inspection x.4.3.8 Freeze protection and snow/ice F09]3 melting system sensors for future connection to controls. Additional Comments/Assumptions: Plans Verified Field Verified Complies? Value Value ❑Does Not ❑Not Observable ❑Not Applicable Comments/Assumptions Requirement will be met. 111 High Impact (Tier 1)?],. Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 3 of 9 Bldg Comcheck.cck Section # Mechanical Rough -In Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Inspection Value Value 6.4.1.4, HVAC equipment efficiency Efficiency:_ Efficiency:_ ❑Complies '.See the Mechanical Systems list 6.4.1.5 verified. Non-NAECA HVAC❑Does Not for values. [ME112 ,equipment labeled as meeting , , Not Observable ❑ 1.90.1. ❑Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ❑Complies Requirement will be met. [ME3]3 have motorized dampers that ❑Does Not automatically close. ❑Not Observable ❑Not Applicable 6.4.3.4.2, Outdoor air and exhaust systems ❑Complies Requirement will be met. 6.4.3.4.3, have motorized dampers that ❑Does Not - 6.4.3.4.4 automatically shut when not in ❑Not Observable [ME4]3 use and meet maximum leakage [-]Not Applicable rates. Check gravity dampers where allowed. 6.4.3.4.5 Ventilation fans >0.75 hp have ❑Complies Requirement will be met. [ME5]3 -automatic controls to shut off fan ❑Does Not when not required. ❑Not Observable ❑Not Applicable 6.4.3.9 Demand control ventilation ❑Complies Requirement will be met. [ME611 provided for spaces >500 ft2 and ❑Does Not >40 people/1000 ft2 occupant ❑Not Observable density and served by systems ❑Not Applicable with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. 6.4.4.1.1 Insulation exposed to weather ❑Complies Requirement will be met. [ME7]3 "protected from damage. []Does Not, Insulation outside of the ❑Not Observable. conditioned space and associated: ❑Not Applicable with cooling systems is vapor retardant.,;. 6.4.4.1.2 HVAC ducts and plenums R- R- ❑Complies : Requirement will be met. [ME8]2 insulated. ❑Does Not ❑Not Observable. ❑Not Applicable 6.4.4.1.3 HVAC piping insulation thickness. _ in. in. ❑Complies Requirement will be met. [ME9]2 ❑Does Not ❑Not Observable - ❑Not Applicable 6.4.4.2.1.. Ducts and plenums sealed based ❑Complies Requirement will be met. [ME10]2 on static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Requirement will be met. [ME11]3 column requires air leakage ❑Does Not testing. ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU- - ❑Not Applicable 1&2. 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Requirement will be met. [MEll]3 .column requires air leakage ❑Does Not testing. ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU- ❑Not Applicable 3. 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Requirement will be met. [ME11]3 column requires air leakage ❑Does Not testing. g. ❑Not Observable See the Mechanical Systems list for values for HVAC System ❑Not Applicable SAHU-I-G. 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 4 of 9 Bldg Comcheck.cck Section # Mechanical Rough -In Plans Verified Field Verified & Re .ID Inspection Value Value Complies? Comments/Assumptions 6.5.1, Air economizers provided where ❑Complies See the Mechanical Systems list 6.5.1.1.1, required, meet the requirements ❑Does Not for values for HVAC System AHU- 6.5.1.1.2, for design capacity, control 1&2, 6.5.1.1.3, signal, ventilation controls, high- ❑Not Observable 6.5.1.3 'limit shut-off, integrated ❑Not Applicable (ME12]1 economizer control, and provide a means to relieve excess , :outside air during operation. . 6.5.1, Air economizers provided where ❑Complies See the Mechanical Systems list 6.5.1.1.1, required, meet the requirements ❑Does Not for values for HVAC System AHU. 6.5.1.1.2, for design capacity, control 3. 6.5.1.1.3, signal, ventilation controls, high- ❑Not Observable 6.5.1.3 limit shut-off, integrated ❑Not Applicable [ME12]1 economizer control, and provide a means to relieve excess outside air during operation. 6.5.1.4 Economizer operation will not ❑Complies Requirement will be met. [ME16]1 increase heating energy use ❑Does Not during normal operation. ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU- ❑Not Applicable 1&2. 6.5.1.4 Economizer operation will not ❑Complies Requirement will be met. [ME16]1 increase heating energy use ❑Does Not during normal operation. ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU. ❑Not Applicable 3. 6.5.2.3 Dehumidification controls ❑Complies Requirement will be met. [ME19]3 provided to prevent reheating, ❑Does Not retooling, mixing of hot and cold airstreams or concurrent heating ❑Not Observable and cooling of the same ❑Not Applicable airstream. 6.5.3.2.1 _ VAV fan motors >=10 hp to be ❑VSD —VSD—ETV—SD ❑Complies Requirement will be met. [ME22]1 driven by variable speed drive, ❑ Vane axial ❑ Vane axial ❑Does Not. `..variable have a vane -axial fan with fan fan ❑Not Observable see the Mechanical Systems list pitch blades, or have El Other 1 ❑ Other for values for HVAC System AHU- !controls to limit fan motor ❑Not Applicable 1&2. demand. 6.5.3.2.2 VAV fans have static pressure -. ❑Complies Requirement will be met. [ME23]2 sensors positioned so setpoint ❑Does Not <=1/3 total design pressure. ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU. ❑Not Applicable 1&2. 6.5.3.2.3 Reset static pressure setpoint for ❑Complies Requirement will be met. [ME24]1 DDC controlled VAV boxes ❑Does Not reporting t0 central controller ❑Not Observable see the Mechanical Systems list based on the zones requiring the for values for HVAC System AHU- most pressure. ❑Not Applicable 1&2. 6.5.4.1 HVAC pumping systems >10 hp ❑Complies Requirement will be met. [ME25]3 designed for variable fluid flow. ❑Does Not ❑Not Observable ❑Not Applicable 6.5.4.2 Reduce flow in pumping systems ❑Complies Requirement will be met. [ME26]3>10 hp. to multiple chillers or ❑Does Not boilers when others are shut ❑Not Observable See the Mechanical Systems list down. for Values for HVAC System AHU- ❑Not Applicable 1&2. 6.5.4.2 Reduce flow in pumping systems []Complies Requirement will be met. (ME26]3 >10 hp. to multiple chillers or []Does Not boilers when others are shut ❑Not Observable See the Mechanical Systems list down. for values for HVAC System AHU. ❑Not Applicable 3. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data JAProject Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 5 of 9 Bldg Comcheck.cck Section # Mechanical Rough -In Plans Verified Field Verified Complies. Comments/Assumptions & Req.ID Inspection Value Value 6.5.4.2 Reduce flow in pumping systems []Complies Requirement will be met. [ME26]3>10 hp. to multiple chillers or ❑Does Not 'down. boilers when others are shut ❑ Not Observable See the Mechanical Systems list for values for HVAC System ❑Not Applicable SAHU-I-G. 6.5.4.3 Temperature reset by ❑Complies Exception: Hydronic [ME27]3 -representative building loads in ❑Does Not systems using variable flow pumping systems >10 hp for []Not Observable to reduce energy. .chiller and boiler systems >300,000 Btu/h. ❑Not Applicable See the Mechanicals stems list for values for HVAC System AHU- 1 &2. 6.5.6.1 Exhaust air energy recovery on ❑Complies Requirement will be met. [ME30]1 systems >=5,000 cfm and 70% ❑Does Not of design supply air. ❑Not Observable ❑Not Applicable 6.5.6.2, Condenser heat recovery system BUILDING HEATING. WATER AND ❑Complies Exception: Facilities 6.5.6.2.1, that can heat water to 85 QF or CHILLED WATER SUPPLIED BY ❑Does Not providing 60% of their 6.5.6.2.2 provide 60% of peak heat CAMPUS HEATING WATER & CHILLED ❑Not Observable service water heating from [ME31]3 rejection is installed for WATER PLANT ❑Not Applicable site -solar, site -recovered, or preheating of service hot water in other energy sources. 24/7 facility, water cooled systems reject >6 MMBtu, SHW see the Mechanical Systems list load >=I MMBtu. for values for HVAC System AHU- 1 &2. 6.5.6.2, Condenser heat recovery system BUILDING HEATING WATER AND ❑Complies Exception: Facilities 6.5.6.2.1, that can heat water to 85 QF or CHILLED WATER SUPPLIED BY ❑Does Not providing 60% of their 6.5.6.2.2 provide 60% of peak heat CAMPUS HEATING WATER & CHILLED ❑Not Observable service water heating from [ME31]3 rejection is installed for WATER PLANT ❑Not Applicable site -solar, site -recovered, or preheating of service hot water in other energy sources. 24/7 facility, water cooled systems reject >6 MMBtu, SHW See the Mechanical Systems list load >=1 MMBtu. for values for HVAC System AHU- 3. 6.5.6.2, Condenser heat recovery system ❑Complies Exception: Facilities 6.5.6.2.1, that can heat water to 85 QF or BUILDING HEATING WATER AND ❑Does Not providing 60% of their 6.5.6.2.2 provide 60% of peak heat CHILLED WATER SUPPLIED BY CAMPUS HEATING WATER & CHILLED ❑Not Observable service water heating from [ME31]3 rejection is installed for preheating of service hot water in WATER PLANT ❑Not Applicable site -solar, site -recovered, or other energy sources. 24/7 facility, water cooled systems reject >6 MMBtu, SHW See the Mechanical Systems list load >=I MMBtu. for values for HVAC System SAHU-I-G. 6.5.7.1 Kitchen hoods >5,000 cfm have ❑Complies Requirement will be met. [ME32]2 make up air >=50% of exhaust ❑Does Not ',air volume. ❑Not Observable ❑Not Applicable 6.5.7.2 Fume hoods exhaust systems ❑Complies Requirement will be met. [ME33]1 >=15,000 cfm have VAV hood ❑Does Not exhaust and supply systems, - ❑Not Observable direct make-up air or heat ❑Not Applicable. recovery. 6.5.8.1 Unenclosed spaces that are ❑Complies Exception: Requirement [ME34]3 heated use only radiant heat. ❑Does Not does not apply. ❑Not Observable ❑Not Applicable 6.5.2.2.1 Three -pipe hydronic systems ❑Complies Requirement will be met. [ME50]1 using a common return for hot El Does Not and chilled water are not used. - ❑Not Observable See the Mechanical Systems list for values for HVAC System AHU- ❑Not Applicable 1&2. 1 High Impact (Tier 1) "r>2L Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 6 of 9 Bldg Comcheck.cck Section # Mechanical Rough -In Plans Verified Field Verified Inspection Value Value Complies? Comments/Assumptions & Re .ID 6.5.2.2.1 ;Three -pipe hydronic systems []Complies Requirement will be met. [ME50]1 using a common return for hot ❑Does Not :and chilled water are not used. []Not Observable See the Mechanical Systems list for values for HVAC System AHU. ❑Not Applicable 3. 6.5.2.2.1 (Three -pipe hydronic systems ❑Complies Requirement will be met. [ME50]1 using a common return for hot ❑Does Not !and chilled water are not used. See the Mechanical Systems list [-]Not Observable for values for HVAC System ❑Not Applicable SAHU-I-G, Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) = Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 7 of 9 Bldg Comcheck.cck (2007) I Rough -In Electrical Inspection I Complies? I Comments/Assumptions 10.4.1 Electric motors meet requirements LJComplies Requirement will be met. [EL9)2 where applicable. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2)i'I Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report date: 08/01/1 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 8 of 9 Bldg Comcheck.cck 90.1 (2007) Final Inspection Complies? Comments/Assumptions Standard 6.4.3.1.1 Heating and cooling to each zone is ❑Complies Requirement will be met. [F12 ]2 controlled by a thermostat control. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.1.2, Thermostatic controls have a 5 °F -❑Complies Requirement will be met. 6.4.3.2, deadband. ❑Does Not 6.4.3.3, 6.4.3.3.1,❑Not Observable ,❑Not 6.4.3.3.2 Applicable [F13]2 6.4.3.3.3 Systems with air capacity >10,000 ❑Complies Requirement will be met. (F14]2 cfm include optimum start controls. -[]Does Not I❑Not Observable See the Mechanical Systems list for values for H VAC System AHU-1&2. ❑Not Applicable 6.4.3.7 When humidification and❑Complies Requirement will be met. [FI6]3 dehumidification are provided to a Not zone, simultaneous operation is ,❑Does ;❑Not Observable prohibited. j❑Not Applicable 6.7.2.1 Furnished HVAC as -built drawings❑Complies !Requirement will be met. [F17]3 submitted within 90 days of system ❑Does Not acceptance.❑Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC❑Complies Requirement will be met. [FI8]3 systems within 90 days of system j❑Does Not acceptance.❑Not Observable .❑Not Applicable 6.7.2.3 An air and/or hydronic system❑Complies Requirement will be met. [F1911 balancing report is provided for HVAC ❑Does Not systems serving zones >5,000 ft2 of ❑Not Observable conditioned area. ❑Not Applicable 6.7.2.4 HVAC control systems have been❑Complies Requirement will be met. [FI10]1 tested to ensure proper operation,❑Does Not calibration and adjustment of controls. ❑Not Observable ❑Not Applicable 6.4.3.2 Temperature controls have setpoint❑Complies Requirement will be met. [F120]1 overlap restrictions.�❑Does Not ',❑Not Observable ❑Not Applicable', 6.4.3.3.1 HVAC systems equipped with at least❑Complies ,Requirement will be met. (FI2111 one automatic shutdown control.,❑Does Not . ❑Not Observable ❑Not Applicable 6.4.3.3.2 Setback controls allow automatic❑Complies Requirement will be met. [FI22]1 restart and temporary operation as❑Does Not required for maintenance.;❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project BYUI Science & Technology Bldg Report 08/01/14 Data J:\Project Files\2013 Jobs\13113 - BYUI Academic Bldg\ENG\COMCheck\BYUI Sci & Tech Page 9 of 9 Bldg Comcheck.cck BYUI Science Building - Page 1 of 187 Structural Calculations for New Science Building at BW Idaho Rexburg, Idaho Architect CRSA Architecture GENS 15762 L. Prepared by TBSE Inc. Structural Engineers July, 2014 TBSE STRUCTURAL ENGINEERS BYUI Science Building - Page 2 of 187 233 North 1250 West. #201 PROJECT: New Science Building Centerville, Utah 84014 Our Job 4: Phone 801-298.8795 Engineer: LJB Fax 801-298-1132 Date: July Arch: CRSA DESIGN CRITERIA USED International Residential Code Usec 2012 Dead Loads: Roof 30 psf Floor 60 psi Live Loads: Roof 20 psf Snow Drift included where required Floor 80 psf Reducible Live Load Snow Loads Ground 50 psf Roof 40 psf Ce 1.00 1 1.10 Ct 1.00 Wind: Wind Exposure C Ultamate Wind Speed 120 mph Risk Category m Pressure used = 25 psi Seismic Building Frame System: Non Seismically Detailed Moment Frames Vertical irregularities Plan Irregularities #?7?77 #77?7T Seismic Design Procedure Equivalent Base Shear Cs 0.05 g Portion of Snow Included 20 % Site Class 8 Seismic Design Category 8 R= 3 Q= 3 Cd = 3 Is 1.25 T= 0.98 Ss= 0.45 S1 = 0.16 SDs- 0.30 SD1 = 0.41 Fa = 1.00 Fv= 1.50 Geotechnical: Allowable Soil Pressure 10000 psf (Max.) - psf (Min.) Lateral Earth Pressure - pcf Friction Coefficient - Soll Weight . pcf Frost Depth 48 Inches Min. Use 36 MATERIAL AND STRENGTH REQUIREMENTS Concrete: Design Weight 150 pcf Columns 4000 psi Footings 4000 psi Elevated Deck: 4000 psi Foundation Walls 4000 psi Beams 4000 psi Slabs on Grade 4000 Interior 4000 psi Exterior 4500 psi w/6%Air +/-1% Masonry: f,a= 2000 psi Mortar Type: Is Special Inspection Required? _ - Steel: Beams 50 ksi Columns: PL's 36 ksl Pipe - ksl Ledger Bolts A307 Tube 46 ksl Foundation Bolts A307 Rolled Sections - kill Steel to Steel Bolts A325 - Relnf Steel: Concrete & Masonry Construction 60 ksl Wood: Joist or Post Species Grade No.2 or Better Glu-Lem's: Fe= psi E= psi LVL's: F,= 2600 psi E= 1.9E+6 psi PSL's: Fe= 2900 psi E= 2.0E+6 psi APA Rated Roof SheaNing: Panel Index 518' thickness or equivalent APA Rated Floor Sheaming: Panel index T&G 314- thickness or equivalent 7/29/2014 BYUI Science Building - Page 3 of 187 PROJECT Y�V\ a\\„O SGIV•cG. /�I H PROJECT® PAGE: T B S E Inc - ARCHITECT GATE 1 Pi 207 % TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION 1z2x i, LL T 4Inn ENGINEER LSI? OF_ . ........:.. .. . .. ... ...:...... ...............:...: ? L ?�i ..:. ...: f. .. ,,..:. ...................:...:...:.....s nn,... ,.5c•. �: .:.... . .............................................. ' ...... ............... ' .............. Go?d� ... :.. :. . .: ..�I.�.5.�..........: ...:...:........... : ... ..... ... i� f ..:...:....:. vr� ..........................:...........:...:.......: BYUI Science Building - Page 4 of 187 PROJECT DATE ENGINEER PAGE OF .................... ........ ................... ............ ............. ............................... ............. I ................. ....................... ...... .............. .......... V. ........ ............. * ........................... .......................... ............... ............... ........................................... ...... ............... .... .. ...... ....... : ............... ........ A ............... ........ . . . . . . . . . ............. w,i -A, PROJECT . TBSEi ARCHITECT n 1p�— TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION BYUI Science Building - Page 4 of 187 PROJECT DATE ENGINEER PAGE OF .................... ........ ................... ............ ............. ............................... ............. I ................. ....................... ...... .............. .......... V. ........ ............. * ........................... .......................... ............... ............... ........................................... ...... ............... .... .. ...... ....... : ............... ........ A ............... ........ . . . . . . . . . ............. w,i -A, BYLII Science Building - Page 5 of 187 PROJECT # PAGE: ENGINEER OF ....... ....... . ......... .............. ........................ w. . . ............................ .................................. . . 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BYUI Science Building - Page 6 of 187 PROJECTIf - PAGE DATE ENGINEER OF . . . . . . . . . . . . . I . . . . . . . . . . . . . i� .$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ....... PROJECT TBSE ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION_ BYUI Science Building - Page 6 of 187 PROJECTIf - PAGE DATE ENGINEER OF . . . . . . . . . . . . . I . . . . . . . . . . . . . i� .$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ....... . . . . . . . . . . . . . . . ............... ............... ...... . . . . . . . . . . . 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BYUI Science Building - Page 8 of 187 iba4 lou 3seA 2ol9 16C Snow Drift LomSUU9RI B'alg cMNMD ISCMe: 1AGOE IBC EOtE IASSf ]-105ntlbn ] b - Pr -40 p.f (7.31) Pfmm:= Ulf, >+-a Mgt'n Nf.L P,) Prmm=>_2-mr Snow Load Pf=90'Tf Sloped Rapt seatbn 7.9 Ground Whimi- Ir Cr•L0 dep mitral =JU.dep rwenneanow Po• 6x MI Ir.hp• 1 Slnx E�geue G- tsee imtlXgnl If Cr • 1.1 SIIW ItATy]..3EIMUIMeF¢eLq,n,�¢tl F.d Pmt IS Ir]tlp.l .- 6mwlmgMrc¢Feclorle= 1.1 OWxI 375 o%m W Sloped' y. -y0W p fsbpe pAo ap 0 1 95 o0wi. SnPPNItI Wmelig ,(2) ] 45 nlhvA Drift C.1 1.741 es - W LWwlbn Lelnlrml'LabnrN MOII P,:. C. pr P, -"e YI ]e 19 e.1 ,IW"OSt-i,W ,k th w e.t .9 !p 90 .1 9 1 harix 0.35 OAI LrWPepf'.I0-IA WI hm=W flh: w e ee '. 11191oIM1.l Irl]Pm>) 11 IvflgeSm 4 1.3E Ube 111¢ mulmum X el MI6 Pr'=NI.IMI P. 51 'n13,1 L J.I Lq 9411% i C. N71 cl=1m 1oM.1 3 90.00 Nls,l 9 9D'00 L:. N,.1 L. LAS p-il(M Mf>O.Ufi hP,. I4,ryf.0.13 -1 P,. 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Id p¢ r, 30pcf) fl=3oSgd DO IBC 20055mx 01ihrmW ]/1vAH aB IBC 1WSSnw Ulin.xmM ]66A Dola I6B/, gold n¢d slawLM WbnI-.o.r....3 : Pr u bb 1.91 1 . Mu. oM NeaM 4.17 he.h6iR-M1b he. 'Wto Rill QUO Nweteery 17.7.1) 4 hd1,. I�hb.0.2.0.0.WdiJ (Miff W1 hb M, g wl Pr.P) hm6,„ , 0366. hi 1 -- A hdd. M ml u¢eW M1e 3 D.BI Ldi lf(hddl> o O..U(h5.4ddj),0 W) DM wa lm( Jr ` 1 i:.IVII)BhS.II WJI>bol.9. -}.99N1� ha 9 3.B1 W L L (Lmlrl hes 44 rax' 6 w: Pr' e) AIIP<bWeN eMrye prlcol - W:=rhe mmw;>•. ...,. __..-n. ,.r. ..__....: Dnhwt tan te..Ih wra 9.' 'Mr w- 3 ISO M6 .W hL- 3 W7•a } vm 3 'Mf (ndirtl Eq hE P 6 3 Pr 4 °)'>oa (Ldm, W, bb ry/•e Ra 19c 20M snow DHfL=d lllsssl+ MD I6c$006SnowDMYIIW InM14 71IM11 7118+2014 Idaho Ground Snow Load Interactive Map Application I Ground and Roof Snow Loads for Ida�4�Q I t�� �glJr'i §�ipf B�Ir��t�o Idaho Ground Snow Load Interactive Map llnin•rs;l� Idalw '. Click un the map lur Snow load Caknlation bard on laualinb and thvalion Of search lore localionvia leUlnB, locaiiun, of simel address fl. Latitude, Longitude: 43.815, -111.785 Elevation: 1504.729 m, 4936.777 It Refer to legend at right to determine contour intervals. Elevation in Feet: 4936.777 Enter Interpolated Snow Load Value for Location in Box at right: •01 Ground Snow Load for Location: 49.36777 Ib/ft2 L. tcrtJ '.. The ground snow load is determined by multiplying the elevation of a location (in het) by • the number assigned to that location,w determined by the Idaho Snow load map. For more Information on the map and its details, Ci kt: h, -r. t I fes; s ; .� ... IOl �i all.. I }: r- P -klonl 'r y l i r I J. httpYlwwv.Iib.uidaho.edLddigitalridahosnovdele tion.htrrd 112 6/30/2014 Design Maps Summary Report BYUI Science Building - Page 10 of 187 `USGS Design Maps Summary Report User -Specified Input Report Title BYU Idaho Science Bldg Mon lune 30, 2014 17:14:24 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 43.81470N, 111.78470W Site Soil Classification Site Class B - "Rock" l 2mi 1 5000111 Risk Category I/II/III Sugar City J, (7( 0 Rexburg ii�nan /3u.:e I d mapquest USGS-Provided Output Ss = 0.446 g SMS = 0.446 g S, = 0.157 g SM1 = 0.157 g i N b O A M E R I 620141'L',? -, Sos = 0.297 g Sol = 0.105 g O MapQuest For Information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. o. N MCER Response Spectrum Design Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Period, T (sect Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter http:l/ehp2-mrthquakg.wr.usgs.goVdesignmapstus/sunmaryphp 4emplate=minimal&IaUtude=43.8147&longitude=-111.7847&sitmiass=l&risknetegory=0&edi0... 112 BYUI Science Building - Page 11 of 187 TBSE Simplified Wind Design Wind Design Loads for the Main Wind Force Resisting System IBC 2012 (section 1609) / ASCE 7-10 Section 28.5 8 30.5 Note: Check ASCE 7.10 sections 28.5838.5 for limitations Simplified Method OK Load Direction Eave Ht 50 Eave Height= 50.0 h Wall L 300 Mean Roof Height = 50.0 ft Load Case 1 Load Case 2 Least horizontal Dimension = 179.0 It -17.9 -11.3 -35.9 -28.2 Ultsmate Wind Speed = 120 mph : 3 second gust speed Mean Roof Ht 50 Exposure = C Wall L 178 ,ridge Hurricanine Prone Region? N Roof Angle = 0.0 degrees max = 45 degrees Kzt = 1 per section 26.8 ASCE 7-10 ASD or LRFD Load Factor = 0.6 (0.6 or 1.0) T = 1.56 1.56 Lesser of No Less than Edge Strip (a) = 17.9 17.9 20 7.16 3 End Zone (2a) = 35.8 jh4-49i O Avg L Avg Up A&C A&C 15.6 15.0 FIGURE 1609.6.2.1 MAIN WINDFORCE LOADING DIAGRAM LJB 7/28/2014 Adjusted Main Windforce-Restisling System Loads (psf) Load Direction Horizontal Loads Vertical Loads End Zone Interior End Zone I Interior Zone I A I B I C D E F G H Overhang EoH GoH Load Case 1 Load Case 2 21.3 -11.1 14.1 -6.6 -25.6 -14.6 -17.9 -11.3 -35.9 -28.2 0.0 0.0 0.0 0.0 0:0 0.0 0.0 0.0 0.0 0.0 jh4-49i O Avg L Avg Up A&C A&C 15.6 15.0 FIGURE 1609.6.2.1 MAIN WINDFORCE LOADING DIAGRAM LJB 7/28/2014 TBSE Zone Area Pressure 1 10 9.83 -24.2 20 9.27 -23.6 50 8.42 -22.8 100 7.77 -22.2 2 10 9.83 -40.7 20 9.27 -36.3 50 6.42 -30.6 100 7.77 -26.3 3 10 9.83 -61.2 20 9.27 -50.7 50 8.42 -36.8 100 7.77 -26.3 4 10 24.2 -26.3 20 23.1 -25.2 50 21.7 -23.8 100 20.6 -22.7 500 18.1 -20.1 5 10 24.2 -32.5 20 23.1 -30.3 50 21.7 -27.4 100 20.6 -25.2 500 18.1 -20.1 Roof Overhangs 2 10 -32.1 20 -31.5 50 -30.8 100 -30.2 3 10 -52.9 20 -41.5 50 -26.5 100 -15.1 BYUI Science Building - Page 12 of 187 Simplified Wind Design Flat Roof Hip Roof (7° < 0<_ 270) �r- c � a`fs n� L / ? Eq � Gable 's• i IN End Zones Comerzones Gable Roof (0<_ 70) Interior Zones wd..u..uwm•ruM� LJB 7128/2014 BYUI Science Building - Page 13 of 187 ...........:...:...:...:...:...:...:...:.i .: r.............. :...... .�F :...:...:% .. ....:He J �.. .:.1.�...:.G�li.kn. -95 3 ............:.....:.. ............... ...............:...:...:... Al�ts 11 .. I� I n 0 SGI Q.✓1 C.E b I PROJECT B PAGE: PROJECT __T T B S E ILA DAM ARCHITECT Y` RS I n TANNER BARFUSS STRUCTURAL ENGINEERS 15 LOCATION ✓"Q -K 47.�f1- D ENGINEER OF_ ...........:...:...:...:...:...:...:...:.i .: r.............. :...... .�F :...:...:% .. ....:He J �.. .:.1.�...:.G�li.kn. -95 3 ............:.....:.. ............... ...............:...:...:... Al�ts PROJECT TVVFIC . ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS EOCAAON_ BYUI Science Building - Page 14 of 187 PROJECT B ENGINEER PACE. OF 1;�.ail..,.. .....ff.4j. �......� r .:...:...:...:...:...:...:................... :...: ..... �... ...;...:... T:......... rz. . 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DLB 7129MI4 Lencrele SM1eelwe118.xmM DLB 7Y18/M19 C.namle Sheanell B.xmctl M K. im- w 777 111711 , . : k K 0 Mia� WE LIM a K 0 K. im- w 777 Ld I I 1 -1-1 tflilt-5 BYUl Science Building - Page 33 of 187 tv" Wall Groun Force Summary RAM F.mc 14.06.02.00 Daallas, Science BuildinB7-2614 Nm Buadmg Cade: W CRITERIA: Rigid End Tones: Ignore Elfxe Member Force Ompue Al Fate ofl0iol P -Della: Ya Scale FadOn 1.0 Ground Levcl: Base Mesh Crileria: Mo. Distance Bem to Nodes an Mesh Line III): 3.00 Mede NodeT 000cc(in): 0.0110 Gewncay Toleronce(in): 0.0051 Wells Ooto6plane SliRoess Not Mcludm In Analysis. Sign not so sideol for Dysumie Load C., Retulh. Rigid Llnkv Na hmluded at Fiats Beom4o-Will Laations EiCmvolue, Analysis: Eigen Valom LOADCASES: D DeadLo d RAMUSER LP P.A_ivetoad RAMUSER Io Ncgtivolood RAMUSER Sp Po l ooRivcload RAMUSER WI Wind 12 Wind ASCE710 1 X W2 Wind 12 Wind ASCE710_I_Y W3 Wind 12 WiodASCE7102_X+E W4 Wind 12 Wind _ASCE710_ X -E WS Wind 12 Wind ASCE710 ] Y+E W6 Wind 12 WindASCE710 T Y -E W7 Wild 12 Wind_ASCE710_3_X+Y WB Wind 12 Wind_ASCE110 3 X -Y W9 WiM12 Win"SCE710 4 X+Y CW WIO Wind 12 Wind_ASCE7104X+YCCW Wit Wind 12 Wind_ASCE710_4x-Y CW ld W12 Wim 12 WiASCE710 9 X.Y_CCW EI EQ12 EQASCENIU X +E F P_ EQ12 EQ_ASCE7107_X_ E F E3 EQ12 EQ_ASCE710 Y +E F E4 EQ12 EQASCE710_Y_E F WALL GROUPS INFORMATION Level: Acade nic LCvel2 Ma W.W,.g X<B Yeg LCB LootlAah Mmajor R 11 fl I D 1 34.91 -9,150 0.00 10.00 In 136.40 -82.00 0.00 -15.00 3 148.54 48.75 0.00 90.00 4 140.69 -12.26 0.00 0.00 5 132.84 25.82 0.00 90.00 6 50.55 63.89 O.OD 0.00 IWall Group Force Summit"�■ RAM Frame 14.06.02.0 1111M DalaBau: Science Bmldfng7.26.14 Building code: W WALL GROUPS FORCE INFORMATION: Level: Aadcmic Level E Mo Vminor W.HGrp.N LdC P Mmajor MPs MPs Mpll I D 175.13 629.86 LP 191.89 -80.10 In 4.01 -0.03 Sp 0.95 -53.07 W) .18.64 40.43 W2 5.60 2554.86 W3 .12.92 41.95 W4 -15.34 18.70 WS 8.66 1793.66 W6 -0.25 2038.63 W7 .9.93 1946.47 W8 .18.13 41149.28 W9 .9.88 1560.43 WIO .5.01 1359.27 WII 45.96 .1276.01 W12 .11.24 .1497.91 EI -21.12 140.93 m -20.90 101.68 m AAA 1623.69 m 2.19 1689.81 2 D 36.69 48.84 LP 35.15 .56.86 Io 0.01 403 Sp 0.06 -0.18 W I 9.28 235.48 W2 -9.94 411.63 W3 6.59 158.43 W4 7.33 194.79 WS .8.04 -317.14 W6 41.88 -300.31 W7 -0.50 432.12 Will 14.21 477.69 W9 0.22 -106.41 W IO 453 41.76 Wit 10.72 34719 W12 1039 36915 EI 9.02 241.87 E2 9.44 253.31 FJ 4.15 -26118 m -6.4 .259.10 1 D 27.56 45.50 BYI peen a SIldina umm&Pape 34 of 187 e I (:roup orce ry 10 RAM Frame 14.06.02.0 Page 217 07129/14 11:43:40 Datallue: Science Building 7-2614 07129114 11:43:40 eviidingcodc:mc W.UGrp.N Xe6 Yeg Leh LanWis 7 -31.73 1.75 0.00 90.00 8 -53.82 41418 0.00 10.00 9 .71.98 -HAI 0.00 40.00 Page 317 mQ9/14 11:43:40 Madnor Vmajor Vminor U.N. ldPR MW MPs Mplt -0.12 .2.52 -0.02 0.10 -0.11 -1.84 -0.02 0.10 0.00 .0.02 0.00 .0.01 -0.04 -0.35 -0.01 -0.05 4.02 136.15 4.0 -0.14 0.41 -1.49 0.09 0.00 -0.00 93.14 -0.00 lLI2 .0.03 111.11 .0.00 4.09 0.23 22.N D.02 0.3D 0.38 .24.27 0.04 .0.30 0.29 101,01 0.03 4.10 4.31 104.28 4.03 4.10 0.28 51.65 0.03 .0.32 0.15 99.86 0.02 0.16 4.17 54.36 402 -0.30 .0.30 ID2.06 -0.03 0.15 0.01 129.00 0.00 413 -0.01 139.81 -0.00 419 0.22 4.05 0.02 D.10 0.26 -9.76 0.03 -0.05 O.OD -0.34 0.00 -0.02 0.00 .1.08 0.00 4.03 400 -0.01 OX 400 -0.00 0.06 4m -9.00 0.0 40.69 4AO 0.01 0.02 45.90 O.D -0.4 0.0 27.37 4.00 0.01 0.00 33.66 -0.00 0.01 0.02 -33.70 0.00 4.03 0.01 -35.14 0.0 4.03 0.01 .3.91 0.00 .0.02 -0.01 6128 4.0 ON 0.01 -5.83 0.00 4.02 0.01 .0.03 0.00 4.01 401 45.4 400 013 -0.01 51.38 -0.00 0.03 0.00 41.20 4.0 0.01 0.00 43.19 -0.11 0.01 0.01 .29.32 D.00 .0.03 0.01 .29.97 ON 4.03 .0.02 0.24 -000 .0.01 Group Force Summit"n 0 IWall SAM Frac 14.6.02.00 Page An M DaDB+so: Science Buildin 1-2614 07/29/14 11:43:40 Building code: mC SVauGrp.B UC P Mmajor M.R. Vm:0or Vmlaar Torsion LP 28.63 -33.05 -0.02 4.02 A.00 -0.01 Io -0.00 0.05 0.00 4.01 0.00 -O.00 Sp 0.10 4.89 -0.01 0.05 -0.00 -0.01 WI 29.93 -9.15 -008 -14.66 .0.01 -0.10 W2 4.49 14011 0.00 6674 0.0 -0.08 W3 21.88 46.96 4.06 -11.32 -0.01 4.08 W4 23.01 410.69 .0.06 -10.66 4.01 4(X W5 -5.84 1012.24 0.01 54.76 0.00 -0.09 W6 -3.90 1090.87 -0.00 45.35 0.00 -0.08 W7 1738 IOM.69 -0.06 39.6 -0.01 4.13 WE 27.46 -1037.05 407 .60.10 4.01 -0.01 W9 13.49 853.38 A.05 2552 4.01 412 W10 12.88 713.66 -0.4 33.02 -0.01 4.08 Wit 20.96 499.99 -0.05 48.43 -0.01 -0.03 W12 20.22 -855.58 40 41.73 -0.01 D.01 EI 31.89 3.99 4.09 .17.36 -0.01 4.11 0 31.98 40.16 -0.09 -17.40 .0.01 -0.11 m 4AB 896.87 0.0 42.70 0.0 405 E4 4.19 911.82 0.00 40.40 0.00 am 4 D 1.91 312 -0.00 437 -0.00 0.00 LP 2.45 4.14 -0.00 425 -0.00 0.00 Lo 0.0 4m -0.00 0.0 4.00 0.0 Sp OX 411 0.0 .0.05 4m 0.00 WI 7.94 235.16 -0.0 36.33, 4.00 ON W2 -12.49 174.98 0.0 6.14 0.00 .0.01 W3 6.09 181.82 4m 28.18 .0.00 0.00 W4 5.81 170.92 -0.110 26.32 -0.00 0.00 W5 -939 111.53 0.0 1.25 ON -0.W W6 .9.14 150.94 0.0 7.96 0.00 4).OD W7 -3.41 307.60 0.00 31.85 0.00 400 Wa 15.42 46.15 -0.01 22.91 4m 0.01 W9 -2,29 249.57 0.00 27.11 0.00 400 Wit) -2.83 211.84 0.00 20.67 ON -0.00 Wil 11.84 53.30 4W 20.44 -01 0.00 W12 11.29 15.92 40D 13.93 4).W 0.00 EI 8.06 258.11 4.00 3931, 400 0.00 m 7.95 252.54 4.00 38.59 4m 0.00 W -8.53 110.61 0.0 3.42 0.00 400 E4 4.10 117.26 0.00 4.89 0.0 -0.00 5 D 9.41 63.74 427 -0.33 .0.05 4.61 LP 22.21 336.47 446 434 -0.09 -1.17 Lo 4.01 419 _()w -0.02 -0.0 400 Sp 0.13 0.40 402 0.07 400 0.01 WI -1016 1642.07 410 3.45 AX 0.05 W2 15.62 1988.33 4.26 X140,96` -0.05 .0.72 Ia BY�cience �.uildir- Pale, roup orce mm RAM Frame 14.06.02.00 DalaBase: Saence Building? -2614 Bullding Code: mC Wall Group Force Summary M.W Mminor Vm10or RAM Frame 14 .NM T.M. WB -36.00 P.5n p 111 D. a.: Scienn Building 7-26.14 -0.01 -D.19 OM9/1411:43:40 38.83 Building CO& RIC -0.06 202.35 -0.01 0.37 Wn11G,M LAC P Mmalor Mminor Vma2or Vminor Tonbn W3 -6.42 1343.21 -D.09 3.35 -0.01 0.03 W4 .8.97 1119.90 -0.07 1.82 -0.01 0.05 WS 9.36 1238.93 -0.19 105.43 404 4.55 W6 13.66 1743.56 -0.20 106.01 -0.04 4.32 W7 4.02 2722.60 -0.27 108.30 .0.05 -0.50 WB -19.67 -274.31 0.11 -104.69 0.02 0.58 W9 5.43 2315.07 .0.21 82.01 -0.09 4.37 W10 0.60 1769.12 419 80.44 4.03 -038 Wit -12.311 59.76 0.07 -76.33 0.02 0.44 W13 -17.12 471.23 0.10 -78.70 0.02 0.43 EI .7.30 192116 -O.ID 4.89 402 0.06 E2 -8.63 1810.63 .0.10 4.29 -0.02 0.% E3 10.08 1265.41 .0.18 92.94 41.03 431 FA 1131 1337.46 -0.18 90.35 -0.03 4.48 6 D 123.50 -1034.64 0.14 .3.40 0.03 4.13 LP 387,63 441.46 0.03 -2.84 0.01 -0.44 lm -3.54 521.20 -0.00 -0.10 -DAD 0.02 Sp 0.36 0.02 0.04 0.03 0.01 .0.03 WI -13.45 1082.59 0.01 158.62 0.00 0.09 W2 5.61 412.39 018 12.97 0.03 -0.06 W3 -10.79 828.22 0.01 136.17 0.00 0.05 W4 -9.39 795.63 4.00 101.76 4.00 0.08 WS 5.90 461.13 0.18 -21.91 0.02 0.06 W6 2.51 -M7.46 0.25 41.37 0.03 4.14 W7 .5.88 307.65 0.22 128.69 0.03 0.02 WB -14.53 1330.16 4.21 109.08 -0.03 0.11 W9 4.21 210.57 0.19 133.15 0.02 4.07 W 10 .2.61 250.90 0.13 59.89 0.02 0.10 WII -12.61 968.58 -0.13 111137 4.02 41.01 W12 -9.17 1026.66 -0.19 45.25 -0.02 0.18 EI -17.89 1237.62 0.02 195.07 0.00 0.10 m -16.77 1200.23 0.01 176.10 0.00 0.12 E3 3.84 -387.45 0.17 5.02 0.02 41.01 E4 2.66 421.47 0.19 25.09 0.02 4.07 7 D 91.30 1542.69 0.06 0.30 0.01 0.37 LP 291.80 4843.84 0.03 2.53 0.01 0.38 In -1.82 -100.19 402 0.08 4.00 4.08 SP 0.77 -27.20 0.02 0.13 ON 0.10 WI 4.49 -5,11.92 41.09 -19.17 4.01 0.12 W2 48.33 30184 4.00 270.73 -0.W 0.36 W3 0.71 435.42 407 -2.44 4.01 0.05 W4 -1.45 .377.46 4.06 .26.32 -0.01 0.13 WS 21.43 365.41 0.01 133.85 0.00 0.11 W6 51.06 88.85 -0.01 272.23 41.00 0.44 W7 35.88 .179.31 -0.M 188.67 401 0.36 6.73 Wall Group Force Summary WS -2.23 302.89 RAM Fmme 14.06.02,0 -15.83 0.00 4.00 PMc 1/T M Data-SdwmBuilding?-26.14 Building Code M 0.09 -55.93 0.01 07/29/141143:40 WaOGrp.M Uc P Mmgor Mminor Vmo3or VN or Tonlon EI -8.88 150.00 0.02 -3.16 002 -0.03 m -8.21 193.90 0.01 0.66 0.00 -0.03 E3 -5.71 341.29 0.09 -23.14 0.00 -0.01 E4 .8.55 .320.33 0.06 -32.09 0.01 4.02 Ia BY�cience �.uildir- Pale, roup orce mm RAM Frame 14.06.02.00 DalaBase: Saence Building? -2614 Bullding Code: mC 35 of 187 Page W7 07/29/14 11:43AO W.HGMA LdC P M.W Mminor Vm10or Vsoinor T.M. WB -36.00 448.71 AM -21261 -0.01 -D.19 W9 38.83 .259.92 -0.06 202.35 -0.01 0.37 W10 14.99 .9.04 -0.04 80.65 -0.01 0.17 WII -15.26 A07.49 405 -102.09 -0.01 4.04 W12 -38.75 -365.57 -0.03 .224.32 -OAO -0.24 EI 4.95 438.64 -0.07 11.58 -0.01 0.13 m 1.86 432.26 -0.06 -6.85 -0.01 0.12 E3 26.09 369.63 0.00 161.36 400 0.20 E4 33.73 384.55 4M _ 2052- AAO 028 e D 27.70 -101.52 -0.00 -1.59 -0.00 -0.02 LP 41A2 -161.99 .0.01 3.31 4.00 4.02 In 0.00 484 0.00 O.W 0.00 0.00 Sp 1.28 -17.32 0.00 0.22 0.00 -0.01 WI 4.75 47,61 -0.01 17.92 -O.m 0.01 W2 2.56 -286.53 0.07 14.98 0.01 4.01 W3 2.77 41.12 4.00 11.94 -0.M 0.01 W4 4.36 40.29 -0.01 14.94 -0.00 0.01 W5 -0.65 M.23 0.03 2.13 0.01 0.01 W6 4.49 .337.57 0.08 2034 0.02 -0.03 W7 SAO .265.61 OAS 24.68 0.01 4.W Will 1.41 165.36 -0.06 1.68 401 0.02 W9 5.45 .299.02 0.06 24.21 0.01 401 WID 2.78 -99.39 0.01 12.81 0.00 0.01 Wit 2.45 24.24 4.02 7.00 -0.00 0.00 W12 -ON 223.79 -0.M 448 -0.01 0.03 EI 312 .98.78 OAO 15.45 0.0 0.00 E2 13.19 -78.65 400 14.63 -D.W 0.01 M 0.88 -141.10 D.04 7.31 0.01 4.00 E4 1.77 -195.63 0.05 11.19 0.01 41.01 9 D 25.16 -51.07 -0.M -1.14 4.00 0.01 LP 36.53 -IW.84 4.01 -1.70 -0.00 0.02 U -0.00 0.05 0.00 4.00 om 4.00 Sp 12.24 20.57 400 41.11 400 4).00 W I -9.94 303.92 0.02 4.97 0.00 4).05 W2 -12.13 491.44 0.08 47.83 001 -0.02 W3 .6.73 163.54 0.01 0.73 aw 4.03 W4 .8.18 292.34 0.02 6.73 0.00 -0.04 WS -2.23 302.89 0.03 -15.83 0.00 4.00 W6 -15.97 -534.26 0.09 -55.93 0.01 4.03 W7 -16.55 -140.63 0.07 -32.15 0.01 -0.05 WB 1.98 583.45 4.04 39.25 -0.00 -0.01 W9 -17.02 -278N 0.08 41.40 0.01 -0.05 W10 .7.81 67.09 0.03 4.82 (IM -0.03 WII .3.17 268.43 -0.01 1130 -0.W 4.02 W12 6.14 605.75 406 46.58 -0.01 4.00 BYUI Science Building - Page 36 of 187 SE yy�� PROJECT "` `� �GIQ�I-C�wl'{N�G PROJECT PAGE: TBS I I C = ARCHITECT G 1`-' �'`T + ?- DATE TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION � 4'> �.iQ k® ENGINEER OF A ....................................................... / ...:...:... 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BYLII Science Building - Page 38 of 187 09/06/2012 08:41:40 It (61 381.111 S.37 Wall Group Force Summary �■p RAA[ Frame vl4.05M Mm Dalailen: Ma&vnie 07 16 12 0M611209:48:4.9 Building Code: BIC CRITERIA: Merge Node Tolerance (in) :00100 Rigid End Tones: Ignore Effects Member Fome Output: At Face of Joint P -Della: Yes Seale Factor: M Gmund level: Brae D Most Met, Lp Line(R): 4.00 Wall Group Force Summary RAM Frame,14.05.00 Maltase: Acedanic 071612 Building Cade: = WALL GROUPS FORCE B9FURMATION: Level: Montvale Level No WeUG,.p wC P Mmjor wps weft I D 489.85 -2108.89 Lp 207.88 -1681.80 Lo -0.00 0.01 Sp 0.03 4.89 Sn 0.00 4.02 W I -12.19 603.58 W2 7.01 101.81 W3 -7.96 396.07 W4 -10.33 50..31 W5 2.88 17455 W6 7.63 -21.84 W7 -3.89 529.04 WS -14.40 376.50 W9 4.25 280.67 W10 -5.59 512.90 WII 4.13 166.30 W12 -13.47 398.49 EI -23.74 1186.25 E2 -25.05 1238.90 E3 7.72 133.38 FA 1021 35.60 E5 -21.42 1226.26 m -26.05 1146.23 E7 26,05 -1146.23 E8 21.42 .122636 E9 0.59 489.26 E10 -14.84 222.49 Ell 14.84 422.49 E12 -0.59 489.26 E13 -20.68 1196.93 E14 -26.80 1175.57 E15 26.80 -1175.57 E16 20.68 .1196.93 E17 3.08 391.47 E18 -17.33 320.27 E19 17.33 .320.27 00 -3.08 -391,17 E21 -22.73 1278.91 E22 .27.36 1198.89 E23 27.36 .1198.89 E24 22.73 .1278.91 Page 3113 091W12 0 ABA5 Mminer Merge Node Tolerance (in) :00100 Vminor Ge9me6y Tolerance I.): : 0.0050 Walls Out-ofplme Stiffness Not included in Analyain Sign not considertN for Dyaornic Land Case Results. LOAD CASES: D DeadLoad RAMUSEE Lp PosLiveLcad RAMUSER Lo NegLiveLoad RAMUSER Sp PosRoomivelaad RAMUSER So NegROoiLMVCLOad RAMUSER WI Wind Wind MC09 W2 Wind Wind MC09 W3 Wind Wim mcil W4 Wind Wind M009 W5 Wind Wind MC09. W6Wind Wind MC09 W7 Wind Wind MC09 W8 Wind Wind MC09_ W9 Wind Wind MC09 W10 Wind Wind ®C09 Wit Wind Winal-mm W12 WJM Wind _m009 - EI EQ EQ_U C09_X E EQ EQ_MC09 X E3 EQ EQ_Mcl Y E4 EQ EQ-IBC09_Y m EQ EQ_U X E6 EQ EQ_DIC09_X E7 EQ EQ_11HC09_1 EB EQ EQ_mC09_J E9 EQ EQ_MC090 E10 EQ EQ_®C09_0 Ell EQ EQ_MC09_1 E12 EQ EQ -113M ( E13 EQ EQ-M09_X E14 EQ EQ_IBC09_X 015 EQ EQ_I13,009_; E16 EQ EQ_Ma9_; Wall Group Force Summary RAM Frame,14.05.00 Maltase: Acedanic 071612 Building Cade: = WALL GROUPS FORCE B9FURMATION: Level: Montvale Level No WeUG,.p wC P Mmjor wps weft I D 489.85 -2108.89 Lp 207.88 -1681.80 Lo -0.00 0.01 Sp 0.03 4.89 Sn 0.00 4.02 W I -12.19 603.58 W2 7.01 101.81 W3 -7.96 396.07 W4 -10.33 50..31 W5 2.88 17455 W6 7.63 -21.84 W7 -3.89 529.04 WS -14.40 376.50 W9 4.25 280.67 W10 -5.59 512.90 WII 4.13 166.30 W12 -13.47 398.49 EI -23.74 1186.25 E2 -25.05 1238.90 E3 7.72 133.38 FA 1021 35.60 E5 -21.42 1226.26 m -26.05 1146.23 E7 26,05 -1146.23 E8 21.42 .122636 E9 0.59 489.26 E10 -14.84 222.49 Ell 14.84 422.49 E12 -0.59 489.26 E13 -20.68 1196.93 E14 -26.80 1175.57 E15 26.80 -1175.57 E16 20.68 .1196.93 E17 3.08 391.47 E18 -17.33 320.27 E19 17.33 .320.27 00 -3.08 -391,17 E21 -22.73 1278.91 E22 .27.36 1198.89 E23 27.36 .1198.89 E24 22.73 .1278.91 Page 3113 091W12 0 ABA5 Mminer Vmajor Vminor TOrsinn Wit wps won wp-R 0.01 I.6/ 0.00 0.16 0.01 -0.34 0.00 0.06 400 0.00 -0.00 0.00 0.00 -0.22 0.00 0.00 -0.00 -0.OD -U.W .0.00 -0.00 95.61 A.00 -0.01 0.03 -26.91 0.00 0.02 .0.00 62.55 .0.00 401 4.00 80.87 400 -0.00 0.02 -2.77 0.00 0.02 0.03 -37.59 0.00 0.01 0.02 51.53 0.00 0.01 -0.02 91.91 400 4.01 D.W 18.72 0.00 OAO 0.01 58.57 0.00 0.01 -0.01 49.01 -0.00 -0.02 .0M 88.86 400 ().01 -0.00 186.84 4.00 4.01 4M01 1%..34 4.00 4.01 0.03 -28.29 0.00 0.02 0.04 46.23 0.00 0.02 0.01 178.35 0.00 .0.01 4..01 195.33 4.00 402 0.01 -195.33 0.00 0.02 -001 .178.35 -0.00 0.01 0.03 27.76 0.00 0.02 a03 84.35 -0.W -0.03 (MU .84.35 0.00 0.03 -0.03 .27.76 4.00 4.02 0.01 172.97 0.00 4.01 -0.01 200.71 .0.00 -0.02 0.01 -200.71 0.00 0.02 -0.01 -172.97 .0.00 0.01 0.04 9.82 0.0) 0.01 -D.04 102.28 -0.00 4.02 OA4 .102.28 O.W 0.02 0.04 -9.82 -0.00 -0.01 D.00 187.85 0.00 -0.00 .0.02 204.83 -0.00 402 0.02 -204.83 000 0.02 -0.00 -187.85 -0.00 0.00 Ell E19 E20 E21 E23 Ev3 E24 E25 E_6 M7 all 09 E30 at E32 E33 E34 E35 E36 BYW,Y%P1 %po NP&..lilmlPi � 39 of 187 RAM Flame v 14.05.00 Page M3 D.Inti : Aeadnnic071612 016/1208:48:45 Building Cade: MC EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ WALL CROUPS INFORMATION Level:Arademle Leve12 Mo WeUCrpq Xeg Yell Zeg Loc.L4r6 11 D /t 1 49.45 -91.94 0.00 10.00 2 136.40 4SLW 0.00 -15.00 3 148.54 48.75 0.00 90.00 4 140.69 -12.26 O.W 0.00 5 132.84 25.29 0.00 90.00 6 65.64 62.84 D.00 0.00 7 -3133 -10.44 0.00 90.00 B -53.82 51.28 0.00 10.00 9 -71.98 -90.41 0.00 -80.00 0 Wall Group Force Summary RAM 1.. 04.05.00 Page V13 M Centime: Aodemic 07 16 12 09/06/12 08:48:45 Building Code: MC W.IIG,J LdC P Monitor Mminer Vmajnr Vmwor Torslop E25 0.20 505.05 0.03 30.61 0.00 0.02 E26 .15.23 238.29 4.03 87.20 4M -0.03 07 15.23 -238.29 0.03 47.20 0.00 0.03 08 -0.20 -505.05 -0.03 -30.61 -0.00 -0.02 M9 .21.98 1249.58 0.01 182.47 0.00 -0.01 00 -28.11 1228.22 402 law .0.00 402 m1 28.11 -1228.22 0.02 -21031 0.00 0.02 E32 21.98 4249.58 -0.01 -182.47 -0.00 0.01 03 2.69 407.27 C.09 12.67 040 0.02 04 -17.72 336.07 -044 105.13 4M -0.02 E35 17.72 -336.07 0.04 .105.13 OAO 0.02 E36 -2.69 407X -0.04 -12.67 -0.00 -0.02 2 D 79.19 -18.31 0.01 -3.38 0.0 -0.03 Lp 25.55 .27.27 0.00 -2.32 0.0 -0.01 La 0.00 0.00 0.00 0.00 0.00 0.0 Sp -0.03 -0.M 0.00 -0.06 0.00 040 So 0.00 010 405 -0.00 D.00 A.6/ WI 6.70 89.37 0.00 19.48 0.00 -0AO W2 -9.51 -148.15 0.01 -12.80 0.00 O.W W3 4.55 59.20 0.00 12.61 0.00 -0.00 W4 5.50 74.85 0.00 16.59 0.00 -0.00 W5 4.17 -93.32 0.00 -5.51 DO am W6 4.10 -128.91 O.W .13.68 0.00 0.00 W7 -2.11 44.09 0.00 5.02 0.00 0.00 W8 12.16 175.14 -D.DO 24.21 -0.00 400 W9 -2.66 52.28 0.00 -0.79 0.00 4W W10 -0.50 -13.85 0.00 8.31 0.00 0.00 Wit 8.04 114.39 400 13.61 .0M -0.00 W12 10.20 152.82 4M 22.71 .0.00 4.00 EI 13.29 174.08 Dw 37.75 0.00 4.00 E2 13.84 184.19 OAO 40.00 0.00 4M E3 .10.86 -168.46 0.01 -14.12 0.00 0.00 E4 -11.94 -188.25 0.01 -18.43 0.00 0A0 ES 10.03 123.54 0.00 33.51 Dm -Dw E6 16.55 224.61 4.00 41.98 0.00 -0.00, 0 -16.55 -224.61 0.00 41.98 4.00 0.0 EB -10.03 .123.54 4.00 -33.51 .0.00 0.00 E9 4.87 -116.24 0.01 -2.60 0.00 0.00 E10 14.85 220.68 -0.01 25.44 -0.00 -0.00 Ell -14.85 .220.68 0.01 -25.44 0.00 0.00 E12 6.87 116.24 -0.01 2.80 -0.00 4.00 E13 9.71 117.60 0.00 32.22 0.00 -0.00 E14 16.87 230.55 -0.00 43.28 0.00 .0.00 E15 -16.87 .230.55 OA0 43.28 .0.00 0.00 E16 -9.71 417.60 10.00 -32.22 &W 0.00 BYWI, ]Fence gjlildirj�- roue orce Pace 40 of 187 mm Wall Group Forte Summary I RAM F..04.05.m Page MRAM Page 5/13 D.1a.,Andemic 07 16 12 09/06112 08:98:95 BAS m/OW13 08:48:45 Building Coat: MC WaDGrp.g UC P \VoOGrp.4 LOC P Mmajur 91m0 Vmajm VaN Tonldn E17 -7.95 -136.03 0. 0.011 -7.10 0.00.M 0.00 EI8 15.92 240.4 -0.01 29.75 -0.00 -0.0 E19 -15.92 -240.4]7 0.01 39.73 0.00 000 E20 1.95 136.03 401 7.10 -0.00 -O.m E21M2 10.48 133.65 -0.00 35.17 O.m -OM E22 17.10 234.12 ON ON 94.24 OR -ON E'_3 -17.10 -234.0 0.00 44.24 -0.00 0.0 E24M5 -10.5B -9.70 4A -0.m -35.77 -0.00 0.00 E-5 -621 .133.65 -113.20 0.01 412 am 0.00 -999.76 15.01 223.72 -0.01 26.12 -0.m -0.00 07 E1 -15.01 -22322 0.01 -26.12 ON0.00 0.47 E28 6.71 113.20 -0.01 2.12 am4.00 23.40 ED 10.26 127.71 0.00 )997 ON 0.00 -0.m E30 17.42 240.66 0.00 job 0.00 0.00 E3 -17.42 -240.66 4.00 455.51 4M0.00 -23.40 E332 -10.26 -12121 4.00 -34.41 E25 0.00 E0 (lm -243.51 0.01 -6.43 0.00 ON 0.00 E34 16.W 16.09 243.51 4.01 30.43 E27 -0.00 E3 -16.09 -243.51 0.01 -7.43 ON 0.00 O E366 1.75 133 .00 4A16.43 1 6.93 -0.00 -0m.00 3 0 215.61 230.82 4.m 0.87 .m 0.00 W 50.22 261.45 0.00 0.82 4. -Om 0.01 In 0.00 0.01 4.00 0.00 -0.m 0.00 Bp 403 1.60 0.00 0.15 ON -0. S. 4.00 4.01 0.00 4m 0.0 -0.00W WI 1235 49.90 -0.01 -7.13 -0.00 0.00 W2 4.22 796.97 0.00 ow O.m 4.m W3 8.38 •.75 -0.01 4.50 4 D .00 W9 9.94 -36.65 M -0. 01 4.20 -O.m OA 0.00 0 WS -3.61 555.65 0.00 58.42 0.00 0.00 W6 -5. 639.80 0.00 59.71 0.00 0.01 Wit 4.600 34993 0.00 51.21 -.m AAO W8 13.93 440.94 4AI 401 41.91 . 000 0.00 W9 2.30 450.04 4.00 36.16 4.0 4.01 WIO 4.60 374.10 0.00 40.67 W3 0.00 Wit 9.29 4546.46 4 -0.01 -98.68 m.00 4 -0.m -0.00 42.26 11.39 322.46 -0.01 454.18 -0.m 0.01 El 25.06 -108.0 .0.02 -1.27 -0.00 -0.00 E2 m 25.53 -134.27 . -155.69 -0.00 0.00 E3 -0.11 914.16 O 0.00W 87.69 0.00 0.47 E4 -1.99 967.14 0.00 86.56 000 401 AAI. FS 22.92 165.53 -0.02 10.03 -0.00 -0.00 E6 27.19 -382.97 -0.02 42.58 AN 0.00 E] 37.19 365 .97 0.02 4 41.58 0.00 -0.00 E8 -22.92 -165.53 0.02 -10.03 0.00 0.00 RAM Frame vMON Wall Group Force Summary Page 7/13 Data : Aca tac 071612 Paso BAA M 09/0112 06:46:45 Building Coat: IRC 1612 m10112 08:48:45 WBBG,x LOC P Mmajm Mmlaor Vmajor Vmlaar Tonbn EI -0.34 117.61 4.00 21.52 AAO -O.m E2 0.13 114.0 400 21.16 -OM -O.m El 4.70 4D.47 0.01 -7.87 ON 4.m E4 -1.10 46.22 0.01 .7.19 0.00 4w 0 4.55 129.75 0.0 19.15 0.00 4m E6 .0.13 105.47 -0.W dow -0.m -0.00 E7 D.13 -105.47 O.m -23.88 ON O.m EB 0.55 -129.75 -0.00 49.15 AAO OM E9 4.80 75.75 0.01 AA2 0.00 -0.00 EIO 0.60 -5.19 4.01 14.33 -0.00 O.m Ell 4.60 5.18 0.01 .14.33 0.00 4.00 E12 0.8D -75.75 -0.01 1.42 A.m 0.00 E13 4.67 131.47 0.00 19.36 ON -O.m E14 4.01 103.74 4.OD 23.67 AAO 0.00 E15 0.01 .103.74 0.00 -23.67 ON -0.00 E16 0.67 -131A] AN -1936 -O.m 0.00 E17 -1.20 8150 0.01 -0.74 O.OD 4.0 THIS 1.00 -10.99 4.01 13.65 -0.m 0.00 E19 -IAO 10.94 0.01 -13.65 0.00 Am 00 1.20 41.50 -0.01 0.74 400 O.m E21 -0.M 126.91 O.m 18.80 ON 4.m E22 0.08 102.69 A.m 23.53 -O.m 0.00 F23 4.08 -10269 O.m -2353 O.m AAO E24 0.34 -126.9] 4m .18.80 40 0.00 F].4 474 14.92 0.01 -153 ON -O.m E26 0.66 I 4.02 -0.01 14M 4m am E27 -0.66 692 0.01 -14.22 0.00 .0.00 E28 0.74 -74,92 -0.01 153 AN O.m E29 4.46 129.10 OM 19.01 O.m 4.m MD 0.20 Im.91 -0.m 23.32 A.m O.m E31 .0.20 -I0.97 O.m 33.32 ON A.m 02 0.46 -128.70 A.m -19.01 A.m ON E33 -1.14 80.67 0.01 Am ON 4m E34 1.06 41.77 -0.01 13.54 -0.m O.m 05 4A 11.77 0.01 43.54 0.0 4.00 06 1.14 40.67 -0.01 0.84 4.m 0.00 5 D 2m.57 293.97 4.m -1.49 Am A.06 LP 19.26 157.75 -0.m 0.42 4.m 402 U 4.m 0.01 O.m 0.00 ON 0.0 Sp 0.24 B.70 -0m 0.12 OA 4.00 S. ON 401 -OM 400 4m 400 WI 4.62 303.51 4.01 -11.53 400 am W2 3.95 MAO -OM 85.91 400 -0.01 W3 0.02 241.52 .0.01 -8.50 4.m 400 W4 -0.95 213.74 401 -8.80 40D ON BYWI, ]Fence gjlildirj�- roue orce Pace 40 of 187 mm Ie Page MRAM ;Aca14.05.00 Daildi,: Acta mic 0]1612 09/06112 08:98:95 BAS Bmldl�caaeaec WaDGrp.g UC P Mmrjor Manor VmajOr Vminur Tonbn E9 0.41 881.55 -090 82.80 -0.00 -0.00 EI0 14.62 -946.78 4.01 -92.5] -0.00 0.00 Ell -14.62 946.78 0.01 GJM 0.00 -0.00 E12 .0.41 -88135 am 42.80 0.00 0.00 E13 22.66 181.43 .0.02 9.70 -0.00 -0.00 E14 27.45 -398.86 -0.02 42.24 -0.00 000 E15 -7745 398.86 0.02 4224 0.00 400 E16 -22.66 -181.43 0.02 -9.70 0.00 0.00 ED -0.47 934.52 -0.00 81.68 4m 4.01 E18 15.51 -999.76 -0.01 -91.44 -0.00 0.01 Ell) .1551 999.76 0.01 91.44 0.00 4.01 Do 0.47 -934.52 0.00 -81.68 MW 0.01 E21 23.40 139.98 -0.0 10.81 4M 0.00 E22 27.66 4M.52 4.02 41.80 -0.m 0.00 Ell .27.66 408.52 0.02 41.80 0.00 -0.00 E24 -23.40 -139.98 0.02 -10.81 0.00 4.00 E25 0.55 873.68 (lm 83.04 -0.00 -0.00 F26 14.76 -954.44 4.01 .92.33 -0.00 0.00 E27 -14.76 954.44 0.01 92.33 O.m 4.00 E28 -0.55 .873.62 0.00 -83.4 0.00 0.00 E29 23.13 155.87 402 10.48 -0.00 0.00 E30 27.92 424.41 402 41.46 -0.00 0.01 Ell -27.92 424.41 0.02 41.46 0.00 .0.01 E32 .23.13 -155.87 0.02 -10.98 0.00 -0.00 E33 4.33 926.66 4.m 81.92 -0.00 -0.01 EM 15.65 -IW7.42 -0.01 .91.21 -0.00 0.01 05 45.65 mm.42 0.01 91.21 0.00 401 06 0.33 426.86 0.00 -81.92 0.00 0.01 4 D 39.28 -1.88 ON -1.11 0.00 0.01 LP 2.68 -2.06 0.00 -126 0.00 0.00 Im ON ON ON 4.0 0.00 0.00 Sp -O.m 4.03 0.00 4.03 0.00 4.00 S. -0.00 4.m -0.00 O.OD -0.00 .0.00 W 1 .0.05 55.31 -0.00 10.16 -0.00 4.00 W2 -0.67 36.11 0.01 4.63 0.00 -O.m W3 4.13 40.71 _Om 7.54 4m 4.m W4 0.08 42.26 -0.00 7.70 -0.00 0.0 WS 413 22.36 ON -5.63 am -0.00 W6 -0.88 31.80 0.00 4.32 0.00 -0.00 W7 454 68.57 0.00 2.65 0.00 -0.00 W8 0.47 14.41 4m 12.60 -O.m 0.00 W9 4.77 54.39 ON 2.42 0.0 4.00 WID 4" 48.46 ON 1.55 0.00 -0.W WII 4.02 13.77 -0.00 9.8B -O.m O.m W12 0.72 7.85 -0.00 9.01 -0.W O.m Well Group Force Summary Paso BAA M DvM t:nev14.05.00 DmBrse: mic m 1612 m10112 08:48:45 atd HUII61nS Calc ®C W"G11 IAC P Mmajor Mlelaor Vmajor VMam Toulon W5 1.50 515AS 0.00 62.63 0.00 .0.01 W6 4.43 710.65 -O.m 66.22 -Om 4.01 W7 2.50 840.68 .0.01 $5.78 -0.00 -0.01 W8 -3.43 -385.30 4.01 .73.07 4M 0.01 W9 3.33 714.13 4.01 43.30 AM -0.01 WIO 0.41 546.89 490 40.38 4.m -O.OD 111 -1.11 .205.33 401 -53.34 4.00 O.m W12 4.03 -372.61 -0.W -56.26 -0.W 0.01 EI -0.26 692.70 -0.02 -23.04 -0.00 -0.00 E2 -1.08 636.23 4.02 -24.29 -O.m O.m E3 4.33 925,78 4.m 99.10 -0.m 401 E4 5.91 1039.68 _11M 101.90 4.m -&M E5 1.04 970.49 -0.02 6.69 4m -0.01 E6 -1.56 414.97 -0.02 -52.77 -DAO 0.00 0 1.% 414.97 0.02 52.77 ON AM E8 -1.04 -970.44 0.02 .6.69 ON 0.01 E9 4.25 113359 4.01 WAS 4.m 4.02 E10 4.41 .717.97 -0.00 -106.01 4.m 0.01 Ell 4.41 717.97 0.00 106.01 ON -0.01 E12 4.25 -1133.59 0.01 -92.18 ON 0.02 Ell 1.51 1004.61 -0.02 7.53 -DAO -0.01 E14 3.04 HOW 4.02 -53.61 -O.m 0.00 £15 2.04 -380.80 0.02 $3.61 ON 4.m E16 -1.51 -Im4.61 0.02 •7.53 0.00 0.01 E17 5.83 1247,19 4.01 94.99 4A Am ME -5.99 .831.87 4.00 -108.82 Om 0.02 E19 5.99 911.87 0.00 108.82 0.m -0.02 00 -5.83 -1247.49 0.01 -94.99 0.00 O.m E21 0.22 913.97 4..02 5.44 -0.m -O.m E22 -238 358.30 4.02 -5492 4m 0.01 03 2.38 -359.50 0.02 54.02 ON -D.01 924 -0.22 .913.97 0.02 -5.44 ON 0.0 05 4.01 1116.65 -0.01 91.81 -0.m -0.01 E26 4.66 -734.91 4.m -Im.39 4M 0.02 07 4.66 734.91 0.00 10639 ON -0.02 ms 4.01 -1116.65 0.01 -91.81 0.0 0.01 M9 0.70 94B.14 -0.02 6,28 A.m -0.00 all -2.85 324.33 4.02 -54.86 4M 0.01 E31 2.85 -324.33 0.02 54.86 ON 4.01 02 -0.70 448.14 0.02 4.28 ON 0.00 03 5.38 1230.55 4.01 94.62 4M 402 E34 -6.23 448.81 4.m -Im.19 AM 0.02 E35 6.23 "11.81 0.0 0..00 -0.02 M6 -5.58 .1230.55 0.01 62 ON 0.02 6 D 526.63 -1683.39 401 -3.11 490 4.08 Pm BY14ar't48grJd8W9,ZgM41 RAM Fmme v14.UM DaaB x;Amdernic071612 Building Codc: MC Group Force Summary Pace 10/13 09111611208:48:45 W.IIGrp.B MC IWall RAM F.e,14.05.00 Mninor Vvpjor Vmloor Tonbn Page 9/13 Ru M DalaBm: Acaden X071612 -0.02 144.92 -0.00 -0.05 WIM1208ASAS 2.08 Building Cade: MC 0.02 .144.92 0.00 0.05 E32 W.IIGM.N L6C P 8lmajor Mmlaor Vmajor VMnar Tonion LP 154.76 49.29 0.01 450 O90 D.M In -0.00 4.01 0.00 -0.00 O.OD 0.00 Sp 7.35 183.75 0.01 0.19 0.00 0.03 S. -0.00 4W 0.80 0.00 0.00 -0.00 WI 0.58 1025.07 4.00 77.96 4.00 0.03 W2 15.61 1204.37 0.01 35.26 0.00 -0.01 W3 0.39 848.81 A.00 M.M 41.00 4M W4 0.48 688.79 -O.m 523D 41.00 0.02 W5 10.80 512.06 0.01 .0.96 DA 0.0 W6 12.61 1294.49 0.01 53.85 0.00 .0,02 W7 12.14 1672.07 0.01 84.92 -0.00 -0.03 W8 .11.29 -133.85 -0.01 32.02 -0.00 -0.01 W9 9.75 1607.47 0.01 88.87 -0.00 -0.03 Will 8.46 900.64 O.W 38.51 -0.00 4.01 Wil -7.78 253.03 -0.01 49.19 4.00 -0.02 W12 •9.08 453.81 -0.01 -1.16 400 0.00 EI 4.46 2443.93 .0.01 179.51 -0.W AN E2 3.91 2225.01 -O.DI 164.28 400 A.06 0 18.72 1329.83 0.02 34.80 0.00 .0.02 E4 19.96 1761.44 0.07 64.53 0.00 -0.03 E9 10.07 2842.88 -O.DO 189.95 -0.0 -0.07 Fb .1.16 2044.98 -0.01 169.08 -O.OD -0.% El 1.16 .2044.98 0.01 -169.08 O.OD 0.06 E8 .10.07 -2842.89 0.00 499.95 0.00 0.07 E9 20.06 2063.01 0.01 88.65 -0.00 404 EIO .17.39 -596.65 -0.02 19.06 -0.00 -0.80 Ell 1139 596.65 0.02 -19.06 0.00 0.00 E12 -20.06 -2063.01 -0.01 -88.65 0.80 0.04 E13 10.41 2972.96 10.00 198.87 0.00 .0.08 ER -1.53 1914.90 -0.01 160.16 4.OD -0.06 E15 1.53 -1914.90 0.01 -160.16 0.0 D.M E16 -10.44 3972.96 O.WO.OD 0.00 .0.02 0.08 E17 21M 2496.62 0.02 11 , 8 -0100 .0.05 E18 -11.62 -1030.26 4.02 -10.67 -090 0.01 E19 18.62 1030.26 0.02 10.67 0.00 •0.01 Do -21.30 -2496.62 3.02 418.38 0.00 0.05 E21 9.53 2623.96 4.01 174.71 .0.00 .0.07 E22 -1.71 1826.01 -0.02 153.84 -0.00 41.06 M3 1.71 -1826.07 0.02 .153.84 O.m 0.06 E24 -9.53 -2623.96 0.01 .174.71 0.00 0.07 E25 19.90 199733 0.01 84.08 -0.00 -0.09 E26 .17.55 662.32 -0.02 14.49 41.00 -0.00 E27 1735 662.32 0.02 14.49 090 0.00 E28 -19.90 -199133 3.01 4.00 DalaBese: Academic m 80 0. 0.04 E29 9.90 215435 Building Code: W 4W 41.07 Wall GroupForce P SummaryP Mminor Vmajor VMII R Frunev14.0530 EM -7.09 320.03 -030 28.52 e 11113 -0100 Daa .: Acadnnic071612 7.89 -320.03 830 -2832 09/OW12 08:48:45 0.00 Building Code:W -10.54 145.48 4.W -34.48 4W W.UGrp.B WC P Mmajor Mp or Vmajor VMoor Tonbo M2 3.84 448.07 41.02 41.02 -0.M -D.02 E23 -3.84 84897 033 41.02 0.00 032 E24 -9.75 -267.69 0.01 47.16 0.00 0.04 E25 11.88 1772.59 -090 147.87 0.00 -0.09 E26 -7.80 .1946.65 41.01 -146.03 -0.00 0.02 E27 7.80 1946.65 0,01 146.03 030 -0.02 ma -11.88 -1772.54 O.OD -147.87 400 0.04 E29 10.53 418.19 3.02 59.01 4.W -0.M E30 3.86 -999.57 -0.02 -52.87 41.00 -0.02 E31 -3.06 998.57 0.02 52.87 O.W 0.02 E32 -10.53 418.19 0.02 -59.01 0.00 0.04 E33 14.49 2274.21 4W 187.38 090 41.04 EM -10.42 -2448.33 4.01 -185.54 4.00 0.03 E35 10.42 2448.33 0.01 185.54 0.00 4.03 Em -14.49 -2274.21 0.00 -187,38 41.00 0.04 8 D 124.09 450.56 0.01 2.41 8.00 .0.03 LP 30.48 43.35 0.01 -1.84 090 10.01 U 4.00 0.01 030 0.00 0.80 4.00 SP 6.16 67.08 0.00 10.23 0.80 4).00 Se 0.00 4.01 -090 4.00 4.00 ON WI -1.34 93.74 0.00 14.65 0.00 0.80 W2 18.42 .528.47 0.01 7.43 0.00 0.02 W3 1.15 16.18 0.00 1130 0.0 0.80 W4 .3.17 124.44 4.00 10.98 0..0 4130 WS 6.59 4!27.77 8.00 3.83 0.00 0.01 W6 21.04 -564.93 0.01 7.31 0.00 0.03 W7 12.81 .326.04 0.01 16.56 0.00 0.02 W8 •14.82 466.66 4.01 5.42 41.00 4.02 W9 16.65 411.57 D.01 13.73 Q00 Q02 Will 2,56 -7730 D.W 11.11 0.00 0.01 Wil 6.07 182.98 1030 5.38 4m -0.01 W12 .18.16 517.02 -0.01 2.76 -0.00 -0.02 EI 1.73 87.27 On 31.50 0.00 0.01 E2 -2.39 182.07 0.00 30.52 am 0.00 E3 21.15 .589.50 0.01 7.98 O.W 0.03 E4 29.38 .775.85 0.01 9.93 O.W 0.04 ES 8.07 -89.58 ON 33.90 0.08 0.02 E6 4.62 264.12 4.00 29.11 090 O.OD E7 4.62 .264.12 0.00 -29.11 -0.00 AIM ES -8.07 89.58 4.00 -33.90 4130 4.02 E9 21.66 .563.32 0.01 17.43 030 0.03 Elo -20.63 615.68 .0.01 1.48 Am .0.03 Ell 20.63 615.68 0.01 4AS 0.00 0.03 E12 -21.66 563.32 -0.01 -17.43 -0.W -0.03 E13 10.54 -145AB 0.08 110 0.00 0.02 Pm BY14ar't48grJd8W9,ZgM41 RAM Fmme v14.UM DaaB x;Amdernic071612 Building Codc: MC of 187 Pace 10/13 09111611208:48:45 W.IIGrp.B MC P Mmgor Mninor Vvpjor Vmloor Tonbn E30 3.08 1695.98 -0.02 144.92 -0.00 -0.05 E31 2.08 .1695.98 0.02 .144.92 0.00 0.05 E32 .9.90 -2759.05 O.m -183.63 0.00 0.07 E33 21.13 243D.94 0.02 113.81 -0.00 -0.05 04 -18.79 -1095.94 -0.02 .15.24 .0.M 0.01 05 18.79 1095.94 0.02 15.24 0.00 401 E36 -21.13 3430.94 4.02 -113.81 0.00 0.05 7 D 408.96 3653.55 -O.W 7.48 -0.00 0.08 LP 100.64 1173.06 O30 8.28 O.OD 0.00 Ln 4.0D AM -0.00 -0.00 -0.00 0.00 Sp .0.02 4.94 -0.0 0.24 0.00 0.00 Sn -0.00 0.01 0.00 0.00 0.00 .0.00 W 1 3.18 -158.52 401 0.03 -O.w .0.01 W2 8.94 1685.48 0.00 13326 0.00 W3 2.99 26.89 401 11.02 -0.00 -0.01 W4 1.78 -269.67 401 -10.97 -0.00 -0.01 W5 4.33 804.01 0.00 63.78 0.00 -0.01 W6 9.08 1724.21 0.80 136.10 0.00 -0.03 W7 9.09 1145.22 10.00 99.97 0.00 -0.03 WB 4.32 .1383.06 4).01 -99.92 0.00 0.01 W9 9.05 1313.32 -0.00 110.34 0.00 -0.03 W10 4,59 404.51 -O.W 39.61 0.00 -0.02 Wil •1.01 -582.92 -0.00 -39.57 -0.00 -030 W12 -5.47 -1491.67 -0.00 -110.31 -0.00 0.01 EI 8.13 .32.87 .0.02 23.31 -090 •0.03 E2 6.79 -290.19 -0.02 3.07 -0.00 4.03 E3 r 9.84 1859.60 O.W 146.95 0.00 4.03 E4 12.46 2361.27 0.00 186.46 0.00 -0.04 E5 11.08 525.01 -0.02 67.39 4.00 4.09 E6 5.17 -590.75 -0.02 -20.78 -0.00 4.03 E7 -5.17 590.75 0.02 20.78 0.00 0.03 EB -11.08 -525.01 8.02 -67.39 0.00 039 E9 12.28 1849.74 -0.W 153.94 O.W .0.04 EIO -7.41 -1869.46 41.01 -139.96 -0.W 0.02 Ell ?Al 1669.46 0.01 139.% 0.00 .0.02 E12 -12.28 -1899.74 0.00 -133.94 4.00 IN E13 11.86 675.51 41.02 79.25 4.00 495 E14 4.39 441.25 -0.02 -32.63 -0100 -O.D2 EIS 4.39 741.25 0.02 3263 O.OD D.02 E16 41.86 475.51 0.02 -79.25 O.OD 0.05 E17 14.89 2351AI 4.W 193AS 0.00 -0.05 E18 •10.02 -B71.13 4.01 -179.47 -D.W 0.02 E19 10.02 2371.13 0.01 179.47 D.W -0.02 mo -14.89 -2351.41 0.00 4mm -0.0 0.05 MI 9.75 26169 4.01 47.16 -0.00 334 Wall Group Force Summary I RAM Frame, 14.05.00 Poe. IV13 DalaBese: Academic m 1612 D9/O&12 08:48:45 Building Code: W Wauo,.g MC P Mmajor Mminor Vmajor VMoor Tonloo EM -7.09 320.03 -030 28.52 0.00 -0100 E15 7.89 -320.03 830 -2832 -0.00 0.00 E16 -10.54 145.48 4.W -34.48 4W 4.02 E17 29.90 449.67 0.01 19.38 0.00 O.m E18 -28.87 802.03 -0.01 -0.48 4W 4.03 E19 28.87 -802.03 0.01 0.48 O.W 0.03 F20 -29.90 74967 -0.01 -19.38 -090 -0.09 ml 3.95 5.22 030 32.91 D30 0.01 02 -8.74 358.92 4W 28.13 DO -030 E23 824 .358.92 QOD .28.13 .0.00 030 E24 -3.95 -5.22 41.00 -3191 400 4.01 E25 20.43 -534.88 0.01 17.13 0.00 0.03 E26 31.86 699.12 -0.01 1.18 -090 4.03 E27 21.86 694.12 0.01 -1.18 038 0.03 us -2OA3 534.88 4.01 47.13 10.00 -0.03 09 6.92 -50.69 0.80 33.50 0.00 0.02 E30 -11.21 414.62 -0.W 2734 0.08 4.01 E31 11.21 414.82 030 -27.54 4W 0.01 02 4.42 50.69 4W -33.50 4.00 4.02 E33 28.67 -721.23 0.01 19.09 0.00 0.04 M4 •30.10 830.47 41.01 4.77 4.00 4.09 05 30.10 430.47 0.01 0.77 On 0.09 E36 -28.67 721.23 4.01 -19.09 4.00 -0109 9 D 328.45 227.68 41.00 -3.45 O.W 0.01 4 12.28 490.73 4100 -1.50 4.00 D.W U 0.00 0.01 D.00 0.00 ON -090 Sp AA7 18.24 400 D.OB AIM 0.00 S. 41.00 390 10.00 4W 4..00 0.00 WI •3.93 9299 030 R58 090 10.01 W2 -15.32 -283.69 10.00 -39.36 A.W 0.00 W3 4.17 42.32 0.00 -3.24 030 4.01 W4 -1.72 IM.67 030 4.11 8.00 4.01 W5 -7.10 .122.40 030 -17.67 030 400 W6 -15.88 .303.13 AIM 41.37 430 830 W7 44.44 -139.27 0.00 .29.09 090 3.01 WB 8.55 786.28 0.00 29.95 Q00 41.01 W9 -15.09 -195.61 0.00 -33.46 0.00 401 WID 6.62 -13.30 0.00 .10.18 O.W 41.01 Wil 2.20 123.56 030 10.83 0.08 41.01 WI2 10.62 305.86 o.DO 34.11 0.00 AAI EI 41.00 145.34 0.01 6.44 0.00 4.03 E2 4.55 195.85 0.01 0.17 0.0 41.03 E3 .16.67 -313.66 1030 43.13 10.00 0100 E4 -21.42 412.15 AM -56.00 -0.m O.M L5 -16.00 51.24 0.01 -19.3B 0.00 403 BYUI Science Building - Page 42 of 187 I ,� Wall Group Force Summary RAM Forme v19.O5.0a P., 13113 1 RAM Dn10B000 Academic 07 16 12 091OW12 08:48.45 Building Cade: IBC f - WallGi,# MC P Mm4jor Mminor Vmnjov Vminor Tonlov E6 -6.00 239.44 0.01 6.50 0.00 -0.03 ' E7 6.00 .239.44 .0.01 450 4.00 0.03 E8 16.00 -51.24 .0.01 1938 -0.00 0.03 E9 -19.97 270.06 0.00 45.06 0.00 4.01 EIO 13.37 357.27 0.00 41.19 0.00 -0.01 Ell 43.37 -357.27 AM 41.19 -0.00 0.01 E12 19.97 270.06 -0.00 45.06 -0.00 0.01 E13 -17.43 21.70 0.01 -23.24 0.00 .0.03 E14 -9.57 268.99 0.01 10.36 0.00 -0.03 E15 4.57 368.99 .0.01 -10.36 4.00 0.03 E16 17.43 -21.70 -0.01 23.24 -000 0.03 EI] 24.72 -368.54 0.00 -57.93 ow A.01 _ EIS 18.12 455.75 0.00 59.06 0.00 -0.01 E19 -18.12 455.75 400 -59.06 .0.00 0.01 EO 24.72 368.54 4.00 4W .0.00 0.01 EI -13.55 101.75 0.01 .12.77 0.00 -0.03 E22 -3.55 289.95 0.01 13.11 0.00 -0.03 E23 3.55 489.95 -0.01 .13.11 -ODM 0.03 E24 13.55 -101.75 .0.01 12.77 -0.00 0.03 E25 -19.23 -259.91 0.00 43.07 0.00 -0.01 _ E26 14.10 372.42 0.00 43.18 0.00 -0.01 E27 .14.10 .372.42 400 -43.18 4.00 0.01 E28 19.73 254.91 -0.00 43.07 4.00 0.01 E29 -14.98 72.20 0.01 .16.63 0.00 4.03 E30 .2.13 319.49 0.01 16.97 0.00 4.03 - E31 2.13 -319.49 .0.01 .16.97 -0.00 0.03 E32 14.98 -02.20 -ODI 16.63 -ow 0.03 03 -23.99 .353.39 0.00 -55.95 0.00 -0.01 E34 18.86 470.90 0.00 56.05 0.00 -0.01 05 -18.86 470.90 -0.00 -M.05 0.00 0.01 E16 23.99 353.39 4.00 55.95 4.00 0.01 - - PROJECT . T B S E I I nI C _ ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION_ BYUI Science Building - Page 43 of 187 - - - PROJECT M PAGE: ENGINEER OF ...........................................................................................................:........... ...................... r.......................................... ....................... ............................................................... A..aaC ... ...... .......................... :. ✓v: ctta/:...=.. a•.3:�3. ..............I................ ......... ............................................... ............. ............ ......:.......... ................................................................................................................. .. . . . . . . . . . . . . . . . .:...:...::.................. ............. ... ............... ..: �..' .:...:.. .: .Apjt..�...: ...:. 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ClarkWestern Building Systems I�IIIIIIIII��I� CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 7/28/2014 SECTION DESIGNATION: 6005162-54 [50] Single Input Properties: Web Height = 6.000 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = Punchout Width = 1.500 in Punchout Length = Wall Solver Design Data - Simple Span Wall Height 16.00 ft Deflection Limit U360 Lateral Pressure 26.30 psf Axial Load 0 l Stud Spacing 16.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 1122 Ft -Lb <= Ma = 2527 Ft -Lb & Ma(distortional) = 2158 Ft -Lb K -phi for Distortional Buckling = 0 Ib'in/in Check Deflection Deflection Limit: U360 Load Multiplier for Deflection = 0.70 Maximum Deflection = 0.429 in Deflection Ratio = L/448 Check Shear Vmax = 281 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2823 Ib >= Vmax Check Web Crippling Rmax = 281 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 599 Ib >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 55.3 ksi 4.000 in 22 BYUI Science Building - Page 46 of 187 SIMPSON Strong•Tie The Then HD is a patented, high-strength threaded anchor far concrete and masonry. The se -un ere ng, non-expans on characteristics o e Then HD makes it the ideal anchor for structural applications, even at minimum edge distances and under reduced spacing condhions. The proprietary cutting teeth enable the Then HO to be installed in significantly less time than traditional expansion anchors, and at significantly reduced installation torques. This heat-treated anchor undercuts the concrete to form a strong mechanical interlock over the entire length of the anchor. The anchor can be Installed with a standard ANSI masonry drill bit and is removable. The Titan HD Is recommended for permanent dry, noncorrosive applications or temporary outdoor applications, FEATURES: • Higher load capacity and vibration resistance: Threads along the • Mechanical length of the anchor Efficiently transfer the load to the base material, www.stron • Less spacing and edge distance required: The anchor does not CODES: ICC ES exert expansion forces on the base material. RR25560; City • No special drill bit needed: Designed to Install using standard SEISMIC VALUI sized drill bits. that concrete at • Installs with 50% less torque: Testing shows that when compared C through F be with a major competitor, the Titan HD requires 50% less torque to steel anchor. At be Installed In concrete. by the concrete n0 Is available. Refer to corrosion Information. -1056; City of L.A. Florida FL 11506.7. 908.1.16 requires the IBC • Less Installation time: No secondary setting or torquing Is required. the attachment to the structure shall undergo ductile • Stamped Hex -washer head: Requires no separate washer and yielding at a load level less than the anchor design provides a clean installyd appearance. The head is slamped with the capacity, or the anchor strength shall be at least 2.5 Simpson Strang -Tie ¢ sign and the anchor length in inches for times the demand force. easy Inspection.(Some local building jurisdictions may require a For complete technical information please refer to separate washer) the Simpson Sliong-That Anchoring and Fastening •Removable: Ideal for temporary anchoring(ag. formwork, bracing) Systems for Concrete and Masonry catalog. or applications where fixtures may need to be moved. Titan fine — Shear and Tension Loads ANachina Cold -Formed Steel To Normal-Weinht Concrete Edge and and distances for THen HD in concrete slab corner condition U.S. Patent 5,674,035 Anchor Size Drill 811 Etlge Distance End Distance Amb. Da Ih Concrete Thick. Spacing 43 mil (10 93) ncral.a as am 0'4' old-Eamild Stall a 1020 LPFO' LRFD ASO" ASD'•' seismic wind seismi4 wind 33 mil 43 mil 54 mil 20 a 1B a 16 a 68 mil 14 a 680 1'-0' 205 — 265 340 1'-6' 135 175 225 T-0' 100 135 170 are IF Leads Plinalloltil . India fill, 1 1ya 4, 750 300 1050 %X3 s5 1 H 7 2'h 3'/ 01-81 880 475 650 1 765 1,030 1 860 2 350 - 585 365 510 085 1240 1555 1'- 275 385 515 930 1,176 295 185 255 340 620 780 1 0 255 05 "1 0 45 BO 9013U 170 310 390 61-01 11 75 too 66 60 85 115 295 2601,420 1 14 1% 8 3'/ 5 599 BE 1,320 2,485 3,130 1'- 710 946 590 80 1 -4' 4hx4 '475 255 295 3po - 1.0 T.8" 2 5 55 1 22 220 3 "2750 4'- 0" 18 0 1 22 1 0 1 0 1 14 l. 600 QQ I a Hx4 %s 4 3' 1 55 I big 1 705 1 505 1 920 1 1,160 1.065 390 1. Seismic tabulated values are for cracked concrete; an adjustment factor of 0.75 is assumed par ACI 318 Section D.3.3.3 for SDC C through F. See note regarding SEISMIC VALUES, 2. Convening LRFD to ASD assume LRFD values divided by IA and 1.6 for seismic and wind respectively. 3. Shear lead is applied parallel to the edge of concrete. Amber Is considered as an Individual anchor wahoul Muence from other anchors 4. Concrete shall have a minimum it of 2,500 psi. Reference [CC -ES ESR -2713 for further information. Titan screws are a/,z and y: diameter masonry screws for attaching all types of components to masonry. Carbon -steel Than screws are available in hex and phlllips head designs In blue, white or silver colors. Use with appropriately sized Then drill bits included with each box. CODES: FL 2355.1 (Carbon -steel Then) Then Installation Sequence .e9f o- a qpa WARNING: Carbon Steel: Industry performancees show that problems w fasteners can experience eo performance problems in wet environproduct In dr. Accordingly,nerioapplications this productIndry, Interior appocations only. Stainless Steri: Acceptableforage use in exterior environments. See comosian on Drage ifi of C -SAS -2009. Then Tilde Stainless. Hex Steel Head Had Head W-77771 Special hex adapter an the bit allows t Then Installation Tool to slide over the and lock In, ready to drive screws. he 5. CFS values are baud on 2001 AISI RAS, Eq. E3.3.1.1 for shear bar =0.76. ra=2.5)and Eq. E4A.2.1 fortenslon (n=3A, de= 0.5"). Reference General Notes for CFS properties. 6. Governing load is the lesser of Generate and CFS. 7. For conditions not covered by this table use the Simpson Anchor Designer ACI 318 Software available at wcrw.simpron inchors.com. 8. Wind tabulated values are for untracked concrete without supplemental reinforcement Wind design includes SDC A and B. Man Ilion Drill Drill oil BD IDriver Titene Screws — Shear and Tension Loads Anchor Size Embed Depth Edge Distance CMU' Cold -Formed Steel' SpacingScrew Slael a 33 all Carson Slalnleas 20 a 43 mil (10 93) D`AlldwibleShii'Ce1F! 1 w 0'4' bS - 615 795 1 1020 Rs 1 0'-F 410 530 680 1'-0' 205 — 265 340 1'-6' 135 175 225 T-0' 100 135 170 3'-0' 70 — 90 115 A 1 1ya 4, 750 300 1050 1365 01-6' 500 200 700 910 11-0' 250 100 350 455 1'-' 165 65 235 30 21-0' 125 50 175 230 - 3'-0' 85 35 115 150 4'-D' 60 25 90 1 115 AS Ilowa6leienclon Loatl'x Ibr 2V• 110 — 240 315 1 1 110 1 4 1 150 1 110 0 3B0 1. Allowable leads are based on a safety fatter of 5.0 for Installations underthe IBC and IRC. 2. Gold -Formed Steel (CFS) values are based an 2001 AISI NAS, Section E4, n:3.0, d„=1,. (Rr Tden) and d,%' (Y' Tden). Reference General Notes for CFS prapemes. 3. Governing load is the lesser of CMU and CFS. 4. Use Interaction formula for combined union and shear(PwPI),fVsVq 51.0. MaxTrak selection guide: Based on your projects wall framing condition: 1. Select framing condition: Field framing or End of track location. 2. Select Interior framing or Exterior framing. 3. Select lateral load (wind pressure psf). 4. Select wall stud spacing. 5. Match MaxTrak thickness to meet wall height limit. Framing Condition #1: Field framing (single stud more than 12" from end of track or single stud near track splice) Imedor framlrg—MmJmum wall heights 51 40il Ming(20ga) 12' in. 12' min. 43m11(18ga) Section 133 tbs. 5 psi 360 tbs. 237 tbs. 10 pat 537 tbs. 355 tbs. 15 psi thickness 12' D.C. 1 16' D.C. 1 24' D.C. 12' D.C. 16' D.C. 24' D.C. 12' D.C. 16' D.C. 24' D.C. 33m11(20gs) 40'-0° 30'-0' 31'-2' 31'-2' 23'-4' 15'-T 20-9' 15'-7' '. 10'-0' 43mll 08ga) 50-0' 39'-l0' 41'-0' 41'-0' 30'-9' 20'-6' 27'-3' 20'-6' 13'-7' 54m11(169a) 50'-0' H50'-01150'�O' 50'-0' S0'-0' SY-T 36'-0' 48'-W 36-0' 24'-0' 66mil(14ga) 50'-0' 50'-0' 50'-0' 50'-0' 50'-0' 50'-0' 50'-0' S0'-0' 35'-9' Fx@rim framing— Maximum well heights well heights Section Section 20 psi 20 psf 25 psi 25 psi 30 psi 30 psf thickness 12' o.c. 16' o.c. 24' D.C. 12' D.C. 16' D.C. 24' D.C. 12' D.C. 16' ox. 24' D.C. 33mll(20ga) 15'-7' 11143° 12'-5' 9'-4'10'-4' — — 43mil(18ga) 20'-6' 15'-4' 10'-3' 16'-0' 12'-3' 8'-2 13'-7' 10'-3' — 54MIl(169a) 36'-0' 27'-0° 18'-0' 26'-9' 21'-7° 14'.4' 24'-0' 18'-0- 12'-0' 68mll(14ga) 53'-8' 40'-34 26'-10' 42'-11' 32'-2' 21'-5' 35'-9' 26'-10' 1T-10' Framing Condition #2: End of track location (single stud within 12" of end of track or track without track splice) Interiorframing—Maximum wall heights 51 40il Ming(20ga) 12' in. 12' min. 43m11(18ga) Section 133 tbs. 5 psi 360 tbs. 237 tbs. 10 psf 537 tbs. 355 tbs. 15 psf thickness12' o.c. 16' u.c. 24' o.c. 12' o.c. 16' o.c. 24' D.C. 12' o.c. 16' o.c. 24' D.C. 33m11 (20ga) 40'-0° 30'-0' 20'-0' 20'-0' 15'-0' 10'-0` 13'4 . 10'-0° 43m11(18ga) 50-0' 39'-l0' 26'-7' 26'-T 19'-11' 13'-3' 1T4r 13'-3' 8'-10' 54mll Meal 50'-0' 50'-0' 47'-4' 47'-4' 35-6' 231-8' 31'-7' 23'-8° 15'-9°. 68mi1(14ga) 50'-0' 50'-0' S0'-0' 50'-0' 50'-0' 35'-6' 4T-0' 35'-6' 23'-8' Extedorframing—Maximum well heights Section 20 psf 25 psi 30 psf thickness 12' o.c. 16' D.c. 24' D.C. 12' o.c. Ifi' o.c. 24' o.c. 12' o.c. 16' ox 24' D.C. 33mll (20ga) 10'-0''11' e'-0' — — — 43mil (18ga) 13'-3' 9 — ]0'-T — — 8'-10' — — 54mll(16ga) 2S-8' 17'-9' 11'-10' .. Ig' -11' 14'-2° 9'-5' 15'-9' 11'-10' 68mil(14ga) 35'-6' 26'-7' 17'-9' 28'-4' 21'-3' 14'-2' 23'-8' 17'-9' 11'-10" For conditions where the stud thickness is less than the MaxTrak system, stud web crippling and screw pullout must be checked. Additional chaos with these conditions are available at clarkwestern.com. Table notes: 1. The minimum wall stud thickness must be equal to the selected slotted track thickness. 2. Scrawl must be located 1-174' from the back web. 3. #8 minimum wafer head screws shall be used for 33 mil material sections. 4. #10 minimum wafer head screws shall be used for 43 hill and thicker sections. 5.33 & 43 mil material shall have a yield strength equal or greater than 33 ksl. 6.54 & 68 mil material shall have a yield strength equal or greater than 50 ksi. 7. The values in these tables apply to the depths of members shown In it* section properties table. 8. Wall heights for interior framing are limited to 50'-07 9. The values are based on a single stud for worst case. Multiple studs are acceptable. 10. Span = [ 2 x Allowable toad) 7 [ Pressure(ps0 x Stud Spacinguln BYUI Science Building - Page 47 of 187 ClarkDietrich I 7 Framing Condition #7: 41161OV110000IN111111]11 51 40il Ming(20ga) 12' in. 12' min. 43m11(18ga) 2051bs. 133 tbs. 54mil(16ga) Stud more than 12" from end of track OR Stud near beck splice Framing Condition #2: &�009110Pfi00�0 P12- Stud within 12" of end of track OR Track spliced without a piece of stud ��� Stud near end of track without splice Allowable lateral loads Section thickness Framing location Framing Condition #1 Framing condition #2 Ming(20ga) 1561bs. 100 tbs. 43m11(18ga) 2051bs. 133 tbs. 54mil(16ga) 360 tbs. 237 tbs. 68m11(14ga) 537 tbs. 355 tbs. 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[...n rx ee.eW.Y,be4,er.mNm.mmuurerMw ev%e.nm ru eu Maen ...,e]upY.m ...se.. e.n.. nr... ]mw WPoeu Ynna hueoe [ANfn Er .v.wrww iu mN+xrr mn.uryuua BYUl Science Building - Page 58 of 187 nc M PROJECT c I % 'LAM PROJECT PACE: TBSE!ARCHITECT CK e';? 14 DATE TANNER BARFLIES STRUCTURAL ENGINEERS LOCATION ENGINEER OF- .... .......................... ............... ............. . ............... te ....... ... -let q AjlI f .......... .......... .... . ......... .......... ............... ............ ............... ............... ............... ............... ........... ........... ............. .......... LO 75 Cit- :4 f ,U, BYUI Science Building - Page 59 of 187 PROJECT IJ/\ "S` /^' LeM'G,�' 1� I PROJECT PACE: ARCHITECT ` % IR DATE inc 1 I ANNhR BARFUSS S IRUCTURAL ENGINEERS LOCATION 4tfd1 1 P ENGINEER OF Description BYUI Science Building - Page 60 of 187 Title : Job 0 Dsgnr: Date: 4:24PM, 6 SEP 12 Description Scope: 1 -Dec -2003 Single Span Beam Analysis shearing Software Academic Bldg Basement walls General Information Center Span 16.00 ft Moment of Inertia 1,000.000 In4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever it Beam End Fixity Pin -Pin Page 1 Magnitude @ Left 1.540 k/ft k/ft k/ft k/tt Magnitude @ Right k/ft k/ft @ Left 8.21 k k/ft k/ft Dist. To Left Side it It ft ft Dist. To Right Side 16.000 ft ft 0.00 k -ft ft ft Query Values @ Right Cant 0.00 k -ft Deflections... Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.000 In 0.00 k -ft 0.00 k -ft Shear 8.21 k at 0.00 ft 0.00 k 0.00 k Deflection 0.00000 in 0.00000 In 0.00000 in Moments... Shears... Reactions... Max + @ Center 25.29 k -ft at 6.77 ft @ Left 8.21 k @ Left 8.21 k Max - @ Center 0.00 k -ft at 0.00 ft @ Right 4.11 k @ Right 4.11 k Maximum 8.21 k @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center -0.039 In at 7.70 ft Maximum = 25.29 k -ft @ Left Cant. 0.000 In at 0.00 ft @ Right Cant 0.000 In at 0.00 ft PROJECT TBSEInc ARCHITECT I ANTIER BARFUSS STRUCTURAL ENGINTRS LOCATION. BYU1 Science Building - Page 61 of 187 PROJECT# - PAGE DATE ENGINEER - OF ............... ...... ..... ... ...................... .. .. ......................... ...................... ................ ........................... ... ........ ............... ...... ........ .......... .. . ............ ................ ............ ........ I ...... ............ I ........ ......... ............................... ...................... ... Ai: ........... ........... ............... ........... ............... ............... ........ ...... ............... ......... ...... ........... . . . . . . . p.... ...... . . . . . . . . . . .:y ........... ............... ............... ........... ............... ......... .... ............... . . . . . . . . . : ............... . . . . . . . . . . . . . ........... ........... ............... ............ ... ............... ............... ........ ...... ............. ........... 4s." ................. ........... p Title: Dsgnr: Description: Scope: User: KW -0503004 Ver 5.8.0, 1 -Dec -2003 Single Span Beam Analysis (c)1983-2003 ENEhCALC Engineedng SDft are Description Basement walls at mechanical General Information Center Span 21.00 ft Moment of Inertia X1,000.000 In4 Left Cantilever it Elastic Modulus 29,000 ksl Right Cantilever it Beam End Fixity Pin -Pin BYUI Science Building - Page 62 of 187 Job # Date: 8:43AM, 7 SEP 12 Page 1 Magnitude @ Left 2.016 k/ft Wit k/ft k/ft Magnitude @ Right k/ft k/ft @ Left 14.11 k k/ft k/ft Dist. To Left Side it it ft R Dist. To Right Side 21.000 it it 0.00 k -ft it ft Query Values @ Right Cant 0.00 k -ft Deflections... Center Location 0.000 ft Left Cant 0.000 it Right Cant 0.000 ft Moment 0.00 k -ft 0.000 In 0.00 k -ft 0.00 k -ft Shear 14.11 k at 0.00 ft 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moments... Shears... Reactions... Max + @ Center 57.03 k -ft at 8.88 ft @ Left 14.11 k @ Left 14.11 k Max - @ Center 0.00 k -ft at 0.00 it @ Right 7.06 k @ Right 7.06 k Maximum 14.11 k @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center -0.152 In at 10.10 ft Maximum 0 57.03 k -ft @ Left Cant. 0.000 In at 0.00 it @ Right Cant 0.000 In at 0.00 ft BYUI Science Building - Page 63 of 187 PROJECT PAGE: PATE ENGINEER OF_ 2,:� PROJECT . TOsO��p®�•) ARCHITECT I n C TAIJIJER R:IRPUSS STRUCTURAL ENGINEERS LOCATION - BYUI Science Building - Page 63 of 187 PROJECT PAGE: PATE ENGINEER OF_ 2,:� - ! ........ ... .......... as Title Block Line 1 Title : BYUI Science Building - Pagg&# of 187 You can change this area Engineer: using the'Setlings' menu item Project Desc.: and then using the 'Printing & Title Block" selection. Steel Beam Description: Hoist Beam CODE REFERENCES Calculations per AISC 360-05, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties _ Analysis Method: Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7.05 Span = 10.330 ft W6x15 Beam sell weight calculated and added to loads Load(s) for Span Number 1 Point Load: L=8.0k A.5.180it SUMMARY Fy : Steel Yield : 50.0 ksi E: Modulus: 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.820: 1 Maximum Shear stress natio = u.141 : 1 Section used for this span W6x15 Section used for this span W6x15 Mu : Applied 20.801 k -ft Vu: Applied 4.090 k Mn / Omega : Allowable 25.365 k -ft Vn/Omega : Allowable 27.554 k Load Combination +D+L+H Load Combination +O+L+H Location of maximum on span 5.165ft Location of maximum on span 10.330 ft Span #where maximum occurs Span # 1 Span #where maximum occurs Span # 1 Maximum Deflection 42.36 25.37 1.31 Max Downward L+Lr+S Deflection 0.378 in Ratio = 327 27.55 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.384 in Ratio= 323 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Load Combina8on Max Stress Ratios Summary of moment values summary or snear values Seoment Length Span# --m-V Mmax+ Mmax- Me - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 10.33 ft 1 0.008 0.003 0.20 0.20 42.36 25.37 1.14 1.00 0.08 41.33 27.55 +D+L+H Dsgn.L= 10.33ft 1 0.820 0.148 20.80 20.80 42.36 25.37 1.31 1.00 4.09 41.33 27.55 +D+0.750Lr+0.750L+H Dsgn. L = 10.33 it 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 +D+0.750L+0.7508+H Dsgn. L = 10.33 ft 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 +D+0.750Lr+0.750L+0.750W+H Dsgn. L = 10.33 ft 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 +D+0.750L+0.7505+0.750W+H Dsgn. L = 10.33 ft 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 +D+0.750Lr+0.750L+D.5250E+H Dsgn. L = 10.33 ft 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 10.33 it 1 0.617 0.112 15.65 15.65 42.36 25.37 1.31 1.00 3.09 41.33 27.55 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "' Deg Location in Span Load Combination Max. "+" Deb Location in Span D+L 1 0.3836 5.217 0.0000 0.000 BYUI Science Building - Page 65 of 187 PROJECT 1 vcc l _T (� � �I L G )1-� . PROJECT ¢' PAGE: ARCHITECT !'- S ✓ DATE TBSEi nc — I AFIIHER BARFUSS STRUCTURAL EPIGINEERS LOCATIONJ ENGINEER OF_ BYUI Science Building - Page 66 of 187 PROJECT �„�ll� - 1. L, �GI CNCJ.g,. �J!Arg ARCHITECT tf V-i�'4 E inc —F�- a..,,;, c . YAWNER BARf-USS STRUCTUHAL ENGINEERS LOCARON �; +5 PROJECT b ENGINEER PAGE: OF .......... ....... ...................................... ........................... ..................................... ......... .......... ....__.... . ... ohn vn i ....... BYUI science Building - Page 67 of 187 Gravity Beam Design RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (16.50,0.00) Beam Size (User Selected) = HSS8X4X1/4 Total Beam Length (ft) = 16.50 Mp (kip -ft) = 50.98 Top flange not braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.000 0.368 16.500 0.000 0.368 SHEAR: Max Va (DL+LL) = 3.04 kips Vn/1.67 = 61.61 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft ft DL+LL 12.5 8.3 16.5 DL+LL 12.5 8.3 16.5 09/20/12 06:53:41 Fy = 46.0 ksi Cb 0 Mn/Q kip -ft 1.14 1.67 30.53 1.14 1.67 30.53 Left Right 0.00 0.00 3.04 3.04 3.04 3.04 at 16.42 ft = -0.000 at 8.25 ft = -0.498 L/D = 398 at 8.25 ft = -0.498 L/D = 398 NRAM SBeam v5.0 BYUI Science Building - Page 68 of 187 Gravity Beam Design STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (32.00,0.00) Beam Size (User Selected) = HSS10X10X1/2 Total Beam Length (ft) = 32.00 Mp (kip -ft) = 232.68 Top flange not braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 16.000 0.00 5.71 No No SHEAR: Max Va (DL+LL) = 2.86 kips Vn/1.67 =153.70 kips MOMENTS: Span Cord LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft 45.7 16.0 45.7 16.0 Left Right 0.00 0.00 2.86 2.86 2.86 2.86 at 31.84 ft = at 16.00 ft = at 16.00 ft = 09/20/12 06:58:39 Fy = 46.0 ksi Lb Cb Q Mn / D ft kip -ft 32.0 1.32 1.67 139.33 32.0 1.32 1.67 139.33 -0.000 -0.907 -0.907 L/D = 423 L/D = 423 BYU1 Science Building - Page 69 of 187 PROJECT If DATE ENGINEER PAGE: OF .... .... .... ... .... ........... ............... ........................ ............... ........... ...... ..... ........... ............. ... ................. ........... ............................... ...................... ............... : ................ I .......... ........... 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PROJECT TBSEinc ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION - BYU1 Science Building - Page 69 of 187 PROJECT If DATE ENGINEER PAGE: OF .... .... .... ... .... ........... ............... ........................ ............... ........... ...... ..... ........... ............. ... ................. ........... ............................... ...................... ............... : ................ I .......... ........... X :14 .......... ........................................ . ........................ ........... I ............. ............... ........... ... .... .... ........... ............... ............... ............... ............... ............. ............... ........... ............. ............................... ............... ... ........ .. . . . . . . . . . . . . . . . . . . . . ......................................................... 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'd.^�) PROJECT _ T V E II y''� IC ARCHITECT TANNER BARFUSS S"lRUCTURAL ENGINEERS LOCATION_ BYUI Science Building - Page 70 of 187 I, --- PROJECT # PAGE: DATE ENGINEER OF ..... ..... 2f� �3 ........ .�.:....E.�z..,:$.�� �.........................:................................ .. ...:. . ........�. f.; ..s:. _ ..moo; 5: ti qA... �5.)..�.!/.� n -s A. lFs..:... :...:..�...:.. 3? 2 X:I'I .... .:............ ...:... VL :13�.�.:.......�.i`�`......:.`�.r...t��..i.:.'l�c...�..�'o.�hS ...:...:...:......: ........... ...... ....... b PROJECT _ I I C ARCHITECT WHINER B:ARFUSS STRUGIURAL BIJGINEERS LOCATION_ BYUI Science Building - Page 71 of 187 PROJECT H PAGE: DATE ENGINEER OF ML 2 CL ET =s \\9 ;;s{ n meg§}\&222 {(j f\/ }0�/�� R R-9 E BYU,Science Building -Page a«m 0 (}�(( m}(w\E� Jk�{\® 03 a WatW 2\;aa /§G\$ 2 ;K®� _ �Z, 9 0 a .7\........ BYUl Science _A -Page a of 3 e ] (0W -0>CL �}/(((� 20 ; Z /` ` ■ � «{\2*rrmrm\ « oo 00 CL \(�n0 ;yOE;}\ 2¥M3\\>rD ®§ �a n \0}\�\ 0 !] 0 2 R @ E CL BYUl Science _A -Page a of 3 e ] (0W -0>CL �}/(((� 20 ; Z /` ` ■ � 0 o «{\2*rrmrm\ « oo 00 \ 0 o «{\2*rrmrm\ « \ �a n 0 0 R @ E CL w - }\)((Ln 131 j� § _, Science _#-Page awm 7M, m 03 }(�-0 !,� ■ /\�{\®\{{ƒ/() 2\§aa � m m 2 S\°° ` Z 0 00 2 .7}..�..... CL §#I; $(/n2 } » )��(}(�®� \00 F] § - }\)((Ln 131 j� § _, Science _#-Page awm 7M, m 03 }(�-0 !,� ■ /\�{\®\{{ƒ/() 2\§aa � m m 2 S\°° ` Z 0 00 2 .7}..�..... LD W BYUI SclenGe _# -Page a of m 0 (\\�(( (m E(MM�\®EQ>Q0D (2rD U. E)(m ®0rD E#\\% 2 ; K =r ; ■ & }M0 \\\na Ef\7mEmzzrr\\ Lu 00 DO 2¥)Ki\»,� 3 }\�0 LD W BYUI SclenGe _# -Page a of m 0 (\\�(( (m E(MM�\®EQ>Q0D (2rD U. E)(m ®0rD E#\\% 2 ; K =r ; ■ & 0 Ef\7mEmzzrr\\ Lu 00 DO 0 Ef\7mEmzzrr\\ n 0 � g @ � � BYUI Science Building - Page 76 of 187 Base Plate Design Summary RAM Steel 14.06.02.00 1[l�nl DataBase: Science Building 7-26-14 07/29/14 16:48:59 Building Code: IBC Steel Code: AISC 360-05 ASD Column Line Column Size Fy N B tp (ksi) (in) (in) (in) 21-J HSSIOX10X3/8 36 16.00 16.00 0.875 23-J HSS8X8X3/8 36 14.00 14.00 0.875 28-J HSS8X8X5/16 36 14.00 14.00 0.750 29-J HSS8X8X3/8 36 14.00 14.00 0.750 BYUI Science Building - Page 77 of 187 com 7c m� C 0 3 D f1 m m m r m m m^ c i0 0 a 3 00 00 00 0 OG OQ y ry j Om M m O➢ m 0 m o rWo a D m p s m m w r 0 C m n CO. O m O N S SC s y m v o C v n d m � CR 03 s 3 T O 3 70 Q IT3 C 1 3 3 OQ 3 0 N o O m m O (n 0)CtC T O 3 70 Q IT3 C 1 3 3 OQ 3 0 N O Lq F 0)CtC Go O A pJ 4+ N N x T O 3 70 Q IT3 C 1 3 3 OQ 3 _ Science Building - Page s of -. BYUI Science Building - Page 79 of 187 m m m n o c '� a o 0 0 0 o v m ? T o3i x N a i 7 C. c On On -�, y m 0 > Om K On On On v v ;T o M n D e-' mp T m `d m M 0 » C C 2 m N C Omi N 7 5 N N o w a n a ,.i m cC r0 r C V D O 0 a O m H r CL — an r O 4 F o ID {n O F UD 0 0 v 0 0 O On n r 'm ;:p I -p x •o x x x x ;:p w 'n O O 3 Cq 0 m rt C 3 7 CO a N Ln V Qt O ODn W O .NP O 0 v 0 0 O On n r 'm ;:p I -p x •o x x x x ;:p w 'n O O 3 Cq 0 m rt C 3 7 CO a N BYUI Science Building - Page 80 of 187 IT NO 0 V � In o p N N O CO IT 0 O N o �• CO Go� A tN O N w D N -Ni. 'O � •O "O � -fin IT z d m a v m j ort, m o ^ m re o m O D n n n > o v W O_ m D h N 0 0W A W A iA V W OWl N �O LO on V Ln J V UO tQ 01 0 A N w bo O O F V A x N BYUI Science Building - Page 81 of 187 W n m O = 3 W W W O O m 7 O d d m •O D CL fm m d X. n o, o ro m m o M ,G On 3 UQ a Q N On UQ a ro T S c O s >- s .33 ^. m z W rt m N ov h N 0 0W A O N N N OI N m O V A W N ov h i F,- m H W D f1 v fO Ott YI C. a m fd I Frame Reactions RAM a'-' W'10 DanBese: Acedcmic016121oad change 09121/1219:2498 BnadingCaa:lec CRITERIA: Reactions RAMFramer14.05.00 Catalina: Academic 071612 Wad change Buildi,Codc: mC Rigid EM 2oNs: Ignore Effects Member Force Outpul: At Face of)olnt P -Della: Y. Sale Factor: 1.00 Ground lxvcl: Base E6 Meati Colette: 467 Mm, Distoma Betxca Nod. on Mash Linc (0): 4.00 Merge Node Tolerance (in) : 0.0100 GamctO Tolerance (in): 0.0050 Welk 0u1 -of plane Stilfn.s Not Included in Analysis. Sign not amidered for Dromic Load Cm R.ulu. LOAD CASE DEFINITIONS: 401 D DeedLoad MMUSER LP pcel3vcload MMUSER In Neglivelood MMUSER Sp PmRooll.iveLoad MMUSER So ftlkaUal,oad MMUSER WI Wind Windm091_X W2 Wind Wind HIM I Y W3 Wind Wind MC09 2 X+E W4 Wind Wind MC09 ] X -E W5 Wind Wind mCN 2 Y+E W6 Wind Wind MC09 2 Y -E W7 Wind Wind MC09 3 X+Y W8 Wind Wind MC09 3 X -Y W9 Wind Wind_m09_4 X+Y CW WI0 Wind Wind MC09 <_X4Y_CCW Wit Wind Wind_MC094 X -Y CW WI2 Wind Winer mcro9 a x-Yccw EI EQ EQmCU9_XFE_F 0 EQ EQ -m09 X -E F m EQ EQ -15009- +EF E4 EQ EQ_MM9_Y_-E_F E5 EQ EQ_m09 X +E 0.3Y +E E6 EQ EQ_®09_X_+E4.3Y+1 E] EQ E0_m09_X +E 0.3Y it H EQ EQmCo9_-X+E_-0.3Y_+ E9 EQ EQ_mC*9_0.3x +EY +E E10 EQ EQ-mC09_O3X +E_Y_+1 Ell EQ EQ_MCD9-A.3x+EY+1 E12 EQ EQ_MQD9_-0.3X +E -Y + Ela EQ EQ_MOD9_X+E0.3Y_-E- E14 EQ EQ_3B09X+E_-0.3Y_-E E15 EQ E0-MC0_X +E 0.3Y_ -E E16 EQ EQ_MC09_XFE -03Y:1 IFrame Reactions RAMFramer14.05.00 Catalina: Academic 071612 Wad change Buildi,Codc: mC EQmC09 0.3%+E_ Y_ E F Page Y47 09/21112 19:24:38 Node Ia1C Re Ry Ra Ma Myy T. E6 3.58 467 1.28 3.17 17.66 0.01 E7 .3.58 0.67 -1.28 -3.17 -17.66 401 a 3.57 4.20 624 20.% .17.63 -0.03 E9 1.06 8.66 .13.28 42.88 5.24 O.N EIO 1.09 .7.60 11.79 37.55 535 -0.m Ell .1.09 7.60 .11.79 -3755 -5.35 0.02 E12 -1.06 -8.66 1318 42.88 -3.24 -0.N E13 3.61 4.0 -731 -24.79 17.83 0.03 E14 3.54 -1.44 2.54 6.99 17.46 0.00 E15 -3.54 1.44 -2.54 4M 47.46 400 E16 -3.61 4.97 1.51 24.79 -17.83 4.03 E17 1.19 11.21 -17.50 -55.63 5.91 0.06 EI8 0.95 -10.15 16.01 SM29 4.67 4.05 E19 -0.95 10.15 -16.01 -0.29 4.67 0.05 E20 -1.19 -11.21 -5.91 4m E21 3.53 2.99 4.31 -14.91 17.43 0.02 02 333 -1.89 3.21 9.22 17.46 4.00 E23 -333 1.89 -321 -9.22 -17.46 0.00 E24 -353 -2.99 4.31 14.91 -17.43 4).02 05 1.04 8.29 .12.70 41.D7 5.18 0.03 E26 1.07 -7.% 12.37 39.36 519 4.03 E27 -1.07 7.% .12.37 .39.36 -5.29 0.03 us -I.N -8.29 12.70 41.0 -5.18 403 US 3.57 3.76 .5.58 -18.74 17.63 0.02 00 3.49 -2.65 4.48 13.041 17.26 -0.01 Ell -3.49 2.65 4.48 -13.N -1716 0.01 Ell -3.57 -3.76 5.58 18.74 -17.63 4.02 E33 1.18 10.85 -16.92 -53.82 3.85 0.05 04 0.94 -10.52 16.59 52.11 4.61 -0.05 E35 -0.94 10.52 .16.59 -52.11 4.61 0.05 EM -1.18 -10.85 16.92 53.82 -5.85 -0.0S 301 D -0.02 1.28 IM -6.56 407 0.00 Lp -0.05 0.96 4M 4.79 4).24 0.01 In -0.00 0.00 4.10 4.01 -0.00 -0.00 Sp 0.01 0.51 ® 3.0 0.07 0.00 So O.OD 0.00 0.00 -0.00 0.00 0.00 W I 1.55 0.15 -007 4.79 7.54 0.00 W2 -0.00 7.79 2.13 -3857 -0.09 0.03 W3 1.14 0.82 0.15 4.09 5.35 0.01 W4 1.18 459 415 2.91 5.76 AM W5 426 3.20 1.17 -15.67 4.33 OAO W6 016 8.49 2.02 42.19 1.20 em W7 1.16 5.96 1.54 -2932 5.59 0.03 W8 1.17 -5.73 -1.65 28.33 5.73 -0.02 BYUI Science Building - Page 82 of 187 Frame Reactions Fmme V 14.05.00 Page 2147 M 'a".s<: Aad mic 07 1612load change 09121/12 1984:38 Building Code: MC E18 EQ EQmC09 0.3%+E_ Y_ E F 1219 EQ E0_BIC09_ 0.3X +E Y_ E_F ESU EQ EQ03C09=0.3%+E N_ -E F E21 EQ EQ_MC09 X_ E 0.3Y +E F 022 EQ EQ_MC09 X_ E 4.3Y +E F E23 EQ EQ -MCN = X -E 0.3Y +E F E24 EQ EQ_MC09-X_ E_ 0.3Y +E F E25 EQ EQ_MC09 0.3%_ E_Y +E F E6 EQ EQ -MM 0.3X -E -Y 4E F 07 EQ EQ,m09= 0.3X= E Y +E F E28 EQ EQ_IBC09.0.3X=E_Y_+E F E29 EQ EQ_IBC09 X -E -0.3Y -E F E30 EQ EQ03C09_X_ -0.3Y -E F ml EQ EQ_MC09 -X_E 0.3Y_E F E32 BQ EQIBC09_ X_.E_A.3Y -E_F E33 EQ EQ_MC09_0.3X-E _Y -E F E34 EQ EQ_MC09 0.3X_ E -Y_ E F E35 EQ EQ_IBC09_4dX_ E_Y_-E F E36 EQ EQ_MC0S- 03X_ E -Y_ E F Patna]: Node IAC Re Ry Ra Moa Myr Toa Mps MPs gips MPR Wp-R io'n 307 D -0.03 0.33 03D, -1.56 -0.10 0.00 Lp 406 0.27 4=0 -1.19 425 0.01 In 400 4.W -9.70 0.02 -O.w 41.00 Sp 0.01 0.07 40M .0.37 0.06 0A0 So -0.00 O.m 4W -0.0 -0.00 0.00 WI LA 0.14 D.00 -0.75 7.50 0.00 W2 0.01 7.02 .10.37 -34.55 0.05 0.03 W3 1.10 0.74 4.94 -3.70 5.36 0.01 W4 1.20 -0.53 0.95 2.37 5.88 -0.00 W5 -0.11 2.86 4.84 .13.91 -0.53 O.OD W6 0.12 7.67 -10.71 -37.91 0.60 0.04 W7 1.16 5.37 -7J7 -26.48 5.66 DO WS 1.15 -3.16 7.79 25.34 5.60 4.02 W9 0.92 6.31 4.74 .31.21 4.47 DN W10 0.82 1.75 41.92 -8.51 4.02 400 WII 0.91 4.59 IN 7.63 4.42 0.00 W12 0.82 4.15 8.75 30.36 3.98 -0.N EI 3.57 1.76 4.48 -8.% 17.69 0.02 m 3.53 0.55 D55 -2.85 17.49 0.01 E3 -0.02 8.13 -12.54 40.21 -0.05 0.03 FA 0.12 10.0 -16.76 -52.% 0.62 0.05 E9 3.57 420 fi.24 -20.96 17.63 0.03 IFrame RAMFramev14.05.00 Reactions Page 4147 DalaBasC Academic071612load change 09/21/12 19:24:38 Building Codc IDC Node LW Ra Ry Rat Maa Myy Tax W9 1.05 6.% 1.62 -34.71 5.07 a" W10 0.69 1.% 0.69 -9.57 3.32 4.00 Will LOS -1.78 -0.77 8.68 5.17 0.00 W12 0.69 4.81 -1.70 33.82 3.42 4.N EI 3.67 1.95 0.48 -9.88 18.13 0.02 m 3.57 0.60 DN -3.11 17.61 0.01 E3 -0.M 9.N 2.74 44.% -0.27 0.03 m 0.25 11.88 3.76 .59.24 1.16 0.05 E5 366 4.66 1.31 -23.37 18.05 0.03 E6 3.69 4.76 434 3.61 1811 0.01 E7 -3.69 0.76 0.34 -3.61 -18.21 -0.01 0 .3.66 4.66 -1.31 2337 -18.05 4.03 E9 1.06 9.62 2.89 47.92 5.17 O.N EIO 1.14 -8.43 -2.60 41.99 5.70 4N Ell -1.14 8.45 2.60 41.99 -5.70 0.02 E12 .1.06 .9.62 -2.89 47.92 -5.17 4.0 E13 3.75 552 1.61 -27.65 ISAII 0.0 E14 3.60 -1.61 -0.6`1 7.89 17.78 0.00 E15 -3.60 1.61 0.64 -7.89 -17.78 4N E16 -3.73 -5.52 .1.61 27.65 -18.48 4.03 E17 1.35 12.47 3.90 .62.20 6.60 0.06 EIB 0.85 41.30 3.61 56.27 4.28 ().D3 E19 -0.85 11.30 3.61 -56.27 4.28 0.05 E20 -1.35 42.47 =3.90"' 61AO 4.0 4.% En 3.55 111 0.86 -16.60 17.53 0.02 02 3.58 -2.11 4).79 10.38 17.69 -0.00 M3 .3.58 2.11 0.79 -10.38 -17.69 0.00 M4 -3.55 -3.31 4).86 16.60 -17.53 402 US 1.03 912 2.76 45.89 5.02 0.03 E26 1.11 4.86 -2.73 41.0 5.55 403 ES] -1.11 8.86 2.73 41.02 -5.35 D.03 us -1.03 .912 3.76 45.89 -5.02 4.03 E29 3.N 4.17 1.17 -20.88 17.96 0.02 E30 3.49 .2.96 .1.09 14.66 17.26 4.01 E31 -3.49 2.96 1.0 44.66 -1716 0.01 02 .3.64 4.17 -1.17 20.88 -17.116 -0.02 E33 1.32 12.06 3.77 40.17 6.44 0.05 04 0.82 -11.10 -3.75 58.31 4.12 403 05 4.82 11.70 3.75 -5831 4.12 0.05 M6 -1.32 -12.06 3.77 60.17 4.44 4.05 309 D -0.00 456 IMM 3.07 0.02 O.m Ip -0.03 -0.03 0.39 -0.15 0.01 In IN 0.01 .17.89 -0.03 ().00 4W Sp 0.01 4.92 j93 4.83 0.% 0.00 BYUI Science Building - Page 83 of 187 Reactions IFrpme RAM Rem. 04.05.m V1141, RAMFnerol 4.U5.00 0Peg. Pepe 5147 13.1a ,: A..d.mie 07 1612 bed ehmge Dan W r. Aced mi.07 I6 121.A elo., MU1219:24:38 Building Code: mC Building Code: ®C Node LOC Re Ry W. M.. Win Tv. Tu So 0.m 0.00 am -am am am 0.05 W1 1.35 0.14 0.05 4.72 6.48 0.00 -0.05 W2 ."1 7.87 6.97 .38.98 418 0.03 0.05 W3 1.02 0.81 a67 4.08 4.89 0.01 -0.05 W4 1.00 -0.61 4.59 3.00 4.83 am WS .0.30 3.27 3.11 -16.x6 -LM 0.00 T. W6 0.28 8.53 7.35 42.41 1.26 O.m M W7 IAO 6.00 5.27 .29.77 4.722 0.03 00 W8 1.02 -5.80 -5.20 28.69 4.99 4.02 0.00 0.00 W9 0.98 7.01 6.02 .34.87 4.61 0.04 -0.00 WIO 0.53 2.00 1.89 -9.79 2.47 -0.00 WII 0.99 -1.84 4.83 8.98 4.82 am am WI2 0.54 4.85 -5.% 34.0 2.67 40 0.a0 0.00 EI 3.26 1.97 1.69 -9.95 15.92 0.02 0.00 E2 3.11 0.59 0.43 -3.0.5 15.17 0.01 0.00 E3 -0.06 9.17 8.30 45M -OA2 0.03 -0.m am E4 0.27 12.08 11.01 -0.25 1.19 0.05 0.00 M 3.24 4.72 4.18 .33.0 15.80 0.03 am 0.0 Eb 3.28 479 -0.80 3.75 16.05 0.01 0.00 M -3.28 0.79 0.80 -3.75 -16.05 4.01 4.00 W -3.24 4.72 4.18 23.64 -15.80 -0.03 am am E9 0.92 9.76 8.80 48.63 4.36 am EIO 1.04 4.58 -7.79 42.66 5.20 4.02 am 0.0 Ell -1.04 8.58 7.79 -42.66 -510 0.02 -0.0 E12 -0.92 19.76 -8.80 48.63 4.36 -0.0 0.00 E13 3.34 5.59 4.99 39.m 16.28 0.03 am E14 3.18 -1.0 4.61 8.13 15.57 O.m am EIS .3.18 1.66 1.61 -8.13 -15.57 -0.m am E16 .3.34 -5.59 499 28.02 -16.28 -0.03 am EI) 113 12.61 T�2 43.24 5.97 am am 0.m EIB 0.71 -11.49 .10.51 57.27 3.58 0.05 -0.m E19 -0.71 11.49 10.51 -57.27 -3.58 0.05 -0.00 MD -1.25 -12.67 41.52 42AM1 .5.97 -0.06 Ell 3.0 3.34 2.92 -16.14 15.05 0.02 am -am M2 3.12 -2.16 -2.m ]am 15.30 -0.00 0.m E23 .3.12 2.16 2.06 40.64 -15.30 0.00 E24 -3.m -3.34 4.92 16.14 -15.05 -0.02 am M 0.81 9.35 8.42 46.56 4.13 0.03 am am M6 0.99 48.99 4.17 44.73 4.97 4.03 -0.m E27 499 8.99 8.17 44.73 4.97 0.03 E28 -0.87 -9.35 -8.42 96.56 4.13 403 am am M9 3.19 4.21 3.74 -21.13 15.53 0.02 00 3.02 -3.03 4.81 15.03 14.81 -0.01 am MI -3.02 3.03 2.87 -15.03 -14.81 0.111 0.00 -O.m 02 -3.19 411 -3.74 21.13 -15.53 402 Page 8/97 M D Amd4mie W 16121.od el000p Reactions mfll/12 19:24:38 Building Code:IBC 'Frame RAM F.m.v14.05.0 Node Uc Re Pelle 7/47 R8 DetoBese. Anse w01612 bed ehmg. Tu 09121/1219.24:38 -0.40 Building Cede MC am am -0.00 ED Node LOC Rr By Be M. Myy Tu E14 1.34 MI 132 0.78 -9.0 am am am E15 -1.39 EM 1.32 -0.62 4.63 0..00 am -0.m E6 .1.40 M3 -1.32 0.62 0.0 0.0 am am E17 0.51 E24 -1.32 478 9.63 am 0.00 -0.m EIB 0.32 M5 0.39 2.35 -16.55 am am am EI9 -0.32 E26 0.40 3.31 13.47 0.0 O.O aOD MD -0.51 M7 -0.40 2.31 -13.47 0.0 0.00 O.m MI 133 08 4.39 .2.35 1635 am 0.00 -0.m E22 1.34 E29 134 0.88 -10.31 0.0 0.00 am Ela -1.34 MO 1.31 -O.R 0.05 am am 400 04 -133 E31 -1.31 0.72 -0.05 am 0.0 am MS 0.39 02 -1.34 -0.88 10.31 0.0 am -0.m 06 0.41 03 0.44 2.69 -18.81 am am am M) -0.41 E34 0.35 -2.64 15.73 am 0.0 -0.0 08 -0.39 05 -0.35 2.64 -Is.)3 0.0 O.m MW E29 1.36 06 -0.49 3.69 96�R' 0.0 0.0 -0.m MO 321 D 4.01 -036 fW 0.0 0.000.00 MI -130 LF aal .0.49 3 0.0 0.00 am M2 •1.36 In -0.0 -am am am 0.00 -0.m 03 0.49 Sp am 0.03 am am 0.0 O.m E34 0.30 So am .0.0 0. 49 0.00 am am E35 -0.30 W I a59 0.02 -0.08 am am am M6 -0.49 W2 am 1.36 4.57 am am am D 4.01 W3 0.43 0.07 -0.22 0.00 0.00 0.00 Lp -o W4 0." 40 0.10 am 0.00 -0.0 In 4.00 WS -0.10 0.80 -2.78 am am am sp am W6 0.10 1.24 4.07 0.00 am am Bn 0.0 W7 am 1.03 -3.49 0.0 am 0.0 WI 0.59 WB 0.49 -1.01 3.40 am am -0.m W2 -am W9 0.40 0.98 -3.22 am am am W3 0.44 W10 0.26 036 .2.01 0.0 am -0.0 W4 0.44 WII 0.40 -035 1.94 am am 0.00 WS .0.13 WI2 016 -0.96 3.16 0.00 am 4.00 W6 0.13 EI 1.37 0.17 -0.60 am am am W7 0.49 M 1.33 am 426 am am 0.0 W8 0.44 E3 .0.01 1.61 -5.76 am am 0.0 W9 0.43 E4 0.09 1.84 4.58 am am 0.0 WIO 0.23 M 1.37 Obs -2.33 0.00 am am WII 0.43 E6 1.38 -032 1.13 0.0 am am WI2 0.23 E7 -1.38 032 -1.13 0.0 am -0.0 EI 1.40 EB .1.37 -0.0 2.33 0.0 am -0.m E2 1.34 E9 0.40 1.66 -5.94 am am 0.0 EIO 0.43 -156 5.58 am am 4.00 Ell .0.43 1.56 4.58 am am 0.00 BYUI Science Building - Page 83 of 187 Frame Reactions V1141, RAMFnerol 4.U5.00 0Peg. 647 Dan W r. 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Page 84 of 187 Reactions IFrame RAM Frame x14.05.00 Page 10/47 DRaBase: Academic 07 16 12 load change 09/21/12 19:24:38 Building Code: mC Node LdC RS Ry Rz Mn MST T}a. W3 0.39 0.00 -2.48 0.00 0.00 0.00 W4 0.42 0.00 3.65 0.00 0.00 40 WS -0.03 0.46 0.66 0.00 0.00 0.00 W6 0.04 0.48 O.N 000 0.00 0.00 W7 0.41 0.47 3.21 0.00 0.00 0.00 WE 0.40 447 3.92 0.00 0.00 -0.0 W9 0.32 0.36 -1.83 0.00 000 0.00 W10 039 0.35 -1.49 0.00 0.00 -O.M Wil 031 -0.34 3.36 0.00 0.00 0.00 W12 028 436 .2.02 000 0.00 -0.00 EI 1.24 400 -8.17 0.00 0.00 0.00 E2 112 -0.00 .7.88 0.00 0.00 0.00 E3 0.00 0.74 0.63 0.00 0.00 0.00 E4 0.05 0.74 0.32 0.00 0.00 0.00 ES 124 0.22 -7.98 0.00 0.00 0.00 E6 1.24 422 -8.36 0.0 0.0 0.0 E7 424 0.22 8.36 0.00 0.00 -0.00 5 -124 4).22 7.98 O.W 0.00 -0.00 E9 0.37 0.74 .1.82 0.00 0.0 0.00 EID 0.37 -0.74 -3.08 ON 0.00 400 Ell -0.37 0.74 3.08 0.00 0.00 0.00 E12 -0.37 -0.74 1.82 0.0 0.0 40D E13 1.26 0.22 .8.08 0.0 0.0 0.0 1314 1.23 .022 .8.27 0.0 0.0 0.0 EIS -1.23 0.22 dill 0.0 0.0 40 EI6 4.26 4).22 8.08 0.0 0.0 -0.00 E17 0.42 0.74 -2.13 0.0 0.0 0.0 EIB 0.32 -0.74 -2.77 0.00 0.0 -0.01) E19 -0.32 0.74 2.77 0.0 0.0 0.0 Mo 492 -0.74 2.13 O.m 0.0 4.0 En 1.23 0.22 -7.69 O.m 0.M O.m 02 1.22 -0.22 -8.0 0.00 0.00 -O.m M3 -1.22 0.22 8.07 0.00 0.0 0.00 E24 -1.23 4)22 7.69 0.00 0.0 -0.00 as 037 0.74 -1.73 0.00 0.0 0.00 E26 0.37 -0.74 .2.99 0.0 0.0 -O.W M7 437 0.74 2.99 0.0 0.0 0.M ME 43] 474 1.73 0.0 0.0 -0.01) M9 1.24 0.22 -7.78 0.0 O.m 0.0 E3o 1.21 -0.22 -7.97 0.00 0.00 -0.M Ell -1.21 022 7.97 0.00 0.0 0.0 E31 4.24 .0.22 7.78 DDO 0.0 4.00 03 0,41 0.74 -2.N O.m O.W 0.00 E34 0.32 .0.74 -2.68 0.0 0.00 -0.00 as .0.32 0.74 268 0.0 O.m 0.00 r Frame Reactions I Mnc.00 Page 1257 1612load change 0121/12 19:2458 Building Code®C Node LdC W Ry Ar Maa Myy T. 04 .1.20 -0.79 3.42 0.0 0.00 40D as D.35 2.74 -12.55 0.00 0.0 0.0 E26 0.37 -2.76 17.29 0.0 0.0 -D.W E27 437 2.76 -17.29 0.0 0.00 O.W ME 4.35 -2.74 12.55 0.0 0.0 -0.0 09 1.21 0.73 3.97 0.00 0.01) 0.0 00 1.19 -0.79 11.83 0.00 0.0 -0.0 On -1.19 0.79 -11.83 0.00 0.00 0.0 E12 -1.21 .0.73 .3.97 0.0 0.0 -0.0 E33 0.40 2.52 -10.73 0.0 0.00 0.00 E04 0.32 -2.53 15.47 0.00 0.00 -0.00 05 432 2.53 45.47 0.0 0.0 DOG E36 -0.40 .2.52 10.73 0.00 0.0 -0.0D 342 D -0.01 4).02 173,77 0.0 0.00 0.0 LP 402 4.02 ", 0.00 am 0.00 1,a -0.00 O.W 4.00 0.00 0.00 -0.00 Sp 0.0 0.01 W"io 0.00 O.W 0.00 S. 0.00 -0.00 0.00 0.00 0.0 O.W W I 0.59 0.01 .0.I8 0.00 0.0 0.00 W2 40 1.80 4.41 O.m 0.00 0.00 W3 0.44 4N 4.03 O.m 0.00 0.0 W4 0.45 O.m 4.25 0.0 0.0 400 W5 4.10 ISD -3.62 0.0 0.0 OW W6 0.10 121 4.99 0.0 0.0 O.m W7 0.49 1.36 -3,45 0.0 0.0 O.W W8 0.44 -1.35 3.21 DAD Dm -0.00 W9 040 0.88 -2.26 0.00 O.W 0.00 W10 0.26 1.16 -2.90 0.0 ON ADD WII 040 -1.15 2.73 0.00 0.0 0.00 W12 0.26 -0.87 2.08 0.00 0.00 -0.00 EI 1.37 -0.10 -0.16 O.m 0.0 0,00 E2 1.33 -0.01 4.36 0.00 ON ON E3 4.01 2.21 3.92 0.00 0.00 0.0 E4 0.0 2.02 -5.37 0.0 0.00 O.OD ES 1.37 0.57 -1.94 0.0 0.0 0.00 E6 1.38 4.76 1.61 0.00 0.00 0.00 a -1.38 0.76 .1.61 0.0 0.0 -0.00 EB -1.37 4.57 1.94 0.00 ON 400 E9 0.40 2.18 -5.97 0.00 0.0 0.00 E10 0.43 -2.23 5.88 0.00 0.00 -0.00 Ell -0,43 2.23 -5.88 O.W 0.00 O.m 02 -0.40 -2.18 5.97 O.m OR -0.W E13 1.40 031 -1.77 O.m 0.0 0.00 E14 Lm -0.70 1.45 0.00 0.0 0.M 'Frame M BYUI Science Building - Page 85 of 187 Reactions RAM Frame v14.05.00 Dnaaaae: Aeademie 07 16 12 load Cheops BuiMinp Code: MC Pape 14/47 09121/1219:24:38 Frame Reactions Ra Ry Ra Mn I RAMP v 14 05.00 E6 1.40 -0.70 -5.06 Pape 11/47 0.00 OalaBaze: Academic 0116121oad cM1ange E7 09121/12 19:24:39 0.70 BuiMing Cade: IEC 0.00 -0.00 EB -1.39 Node LdC R. 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RAMFrunevl4nS.00 LP Frame Reactions a ).98 0.11 Pare 15/47 DamBue: Academie 07 16 12 bad eAan, U 0.00 am 00/21/1219:24:38 0.01 Building Code: BIC Sp am am "1 No, 1AC Ra Ry Rx Alex Mn Ta 0.00 -0.01 W6 -0.00 -0.01 -0.43 am am 0.05 -0.42 -1.46 W7 -0.01 -0.01 467 am am 4.00 -13.53 119.68 W8 -0.OI 0.03 0.65 am am 0.00 LID -1137 W9 4.01 am 426 am ON 0.05 .1.73 9.00 Win -0.01 -0.02 474 ON ON 4.05 .15.78 125.25 WII 4.01 0.00 0.73 am ON 0.05 .732 5127 W12 -0.01 and 0.25 ON am 4.04 .11.97 88.66 EI .0.03 0.02 020 am 0.00 ON 1137 -90.76 M -0.03 0.02 am am am 0.01 4.82 3235 E3 -D.m 401 -1.31 ON am 4.01 .13.13 100.74 E4 -am -0.01 -0.92 am am ON 12.70 -102,29 ES 4.03 am -0.19 0.00 am 0.03 4.36 .33.85 E6 403 0.00 0.59 0.00 0.00 ON 2.62 .2623 E7 0.03 4.M -0.59 am 0.00 0.N -0.00 4.85 E8 0.03 402 0.19 0.00 0.00 -0.03 .21.36 14931 E9 -0.DI -0.00 -1.25 0.00 am -am .15.43 108.77 E10 4.01 0.01 4WD am ON 0.02 .3.79 18.63 Ell O.DI 4..01 -1.37 am am -0.02 9.03 -71.09 E12 0.01 0.00 1.25 am am 0.00 -9.03 71.09 E13 -0.03 am -0.08 am am 0.05 3.79 48.63 E14 -0.03 0..0 0.47 am ON 0.02 -20.57 141.67 E15 0.03 -0.02 0.47 0.00 am -0.02 22.15 157AO ME 0.03 -0.02 0.08 0.00 0.00 4.05 Eli 4.01 -0.00 -0.86 O.00 am 0.05 20.57 .141.67 EIB am 0.01 0.98 am ON -0.03 4?.00 6.40 E19 am -0.01 4.98 am ON 0.03 7.25 -58.86 E20 0.01 am 0.86 0.00 0.00 -0.05 .7.25 58.86 E21 -0.03 0.01 4.35 am 0.00 0.01 2.00 -6.40 En -0.03 am 0.43 am 0.00 0.01 -14.04 100.90 E23 0.00 402 443 am am 4.01 1621 416.64 04 0.00 4.01 0.35 am 0,00 -0.01 .16.21 116.64 05 .0.01 -0.00 -1.29 am ON -0.01 14.64 -100.90 06 4.01 0.01 1.32 O.OD 0.00 0.01 -6A8 38.01 E27 0.01 4.01 -1.32 am am -0.01 6.34 .51.72 EZA 0.01 0.00 1.29 am ON 0.01 4.34 51.72 E29 -am 0.01 -024 am am 0.03 6.49 .38.01 00 -0.03 0.02 0.31 am 0.00 4.00 .21.38 147AS E31 0.03 -0.02 4.31 am ON am 21.34 .151.59 E32 ON -0.01 0.24 am 0.00 4.02 .21.34 151.59 03 -0.01 -0.00 0.90 am 0.00 0.05 2138 -147.48 E34 -0.01 0.01 0.93 ON 0.00 -0.04 4.70 25.78 IDS 0.01 -0.01 4).93 0.00 am ON E36 0.01 0.00 0.90 am 0.00 4.05 294 D .0.00 4.59 age 6.00 -0.06 0.00 'Frame M BYUI Science Building - Page 85 of 187 Reactions RAM Frame v14.05.00 Dnaaaae: Aeademie 07 16 12 load Cheops BuiMinp Code: MC Pape 14/47 09121/1219:24:38 Node LdC Ra Ry Ra Mn M}y Tv. E6 1.40 -0.70 -5.06 0.00 0.00 0.00 E7 AAO 0.70 5.06 aw 0.00 -0.00 EB -1.39 4.46 .6.06 0.00 0.00 Am E9 0.40 1.89 18.68 0.00 am 000 EID 0.44 -1.% -18.38 0.00 am 4.00 Ell 444 1.96 16.38 0.00 am ON E12 -0.40 -1.89 -18.68 0.00 am -0.00 L13 1.43 0.41 5.54 0.00 0.00 DM E14 1.36 -aM 4.54 am 0.00 0.00 E15 .1.36 0.65 4.54 am 0.00 1.m E16 .1.43 -0.41 -5.54 0.00 am -0.00 E17 am 1.73 16.95 0.00 am am EIB 0.29 •1.80 .16.65 0.00 am -0.00 E19 429 1.80 16.65 am am am E20 -0.54 -1.73 -16.95 0.00 am -0.00 MI 1.33 0.54 6.75 0.00 am 0.00 02 1.35 4.62 4.37 0.00 am -0.00 E23 .1.35 0.62 4.37 am am 0.00 -1.33 1.54 0.00 03 0.38 1.92 O..00 am OOm N 0.00 ME 0.42 -1.94 1.8 0N am 4.00 US @7 -0.42 1.94 18.18 0.00 am 0.00 0.00 E29 -0.38 -1.92 -16.89 E30 1.38 0.49 6.23 0.0 am 0.00 0.00 E30 130 -0.57 •3.85 aDD 0.00 am E32 -130 0.57 3.85 0.00 am 0.00 am 0.00 E33 -138 -0.49 17.23 0.00 m m E33 0 .53 1.76 17.16 0.00 am a 0.00 E34 0.28 -1.7B -16.45 0.00 a m -0.00 E35 -0.28 1.78 16.45 0.00 a 0.00 E16 -0. 53 -1.76 -17,16 0.00 m a 0.00 4.00 Fr9med6: NO, LdC Ra Ry Re 63x. 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LP 0.00 A.04 a ).98 0.11 am U 0.00 am -0.m 0.01 am -0.00 Sp am am "1 .0.10 0.01 0.00 So -0.00 am 0.00 -0.01 -am am WI .0.27 0.23 -0.42 -1.46 -9.16 0.00 W2 -000 .12.23 -13.53 119.68 -0.17 0.00 W3 -020 120 LID -1137 -6.80 am W4 -0.20 -0.85 .1.73 9.00 17.94 43.00 W5 0.03 .12.86 .15.78 125.25 1.11 -0.00 W6 A.N .5.48 .732 5127 .1.36 0.01 W7 &M -9.00 .11.97 88.66 •7.00 am WE .0.20 933 1137 -90.76 4.77 -0.0 W9 .0.19 -321 4.82 3235 412 0.01 win 4.13 -ID.28 .13.13 100.74 4.37 -0.00 W11 -0.17 1033 12.70 -102,29 -5.96 0.00 W12 4.12 3.46 4.36 .33.85 4.19 -0.01 EI -0.64 2.78 2.62 .2623 -22.04 am 0 .0.61 0.83 -0.00 4.85 -20.99 0.00 E3 0.00 .15.02 .21.36 14931 0.08 0.00 E4 -0.N -10.94 .15.43 108.77 -1.40 0.01 ES -0.64 4.72 .3.79 18.63 .22.12 am E6 -0.M 7.29 9.03 -71.09 .22.07 am E7 0.64 -7.29 -9.03 71.09 22.07 -0.00 EB 0.64 1.72 3.79 48.63 22.02 -0.00 E9 419 .14.19 -20.57 141.67 4.53 am E10 -0.19 15.66 22.15 157AO 4.69 0.00 EII 0.19 -15.66 6.69 -0.m E12 0.19 14.19 20.57 .141.67 6.53 -0.00 E13 4.63 450 4?.00 6.40 -22A6 0.01 E14 -0.63 600 7.25 -58.86 .21.62 am E15 0.63 4m .7.25 58.86 21.62 -0.0 E16 0.65 am 2.00 -6.40 22.46 -0.01 ED -023 •10.11 -14.04 100.90 •8.02 0.01 EIB -0.15 11.77 1621 416.64 .5.21 4.01 E19 0.15 .11.77 .16.21 116.64 5.21 0.01 Em 0.23 10.11 14.64 -100.90 8.04 -0.01 Ell -0.61 -3.68 -6A8 38.01 .20.97 on 02 -0.61 5.33 6.34 .51.72 -21.02 am 03 0.61 .5.33 4.34 51.72 21.02 -0.00 E24 0.61 3.68 6.49 .38.01 20.W -0.00 05 418 -14.77 .21.38 147AS -6.22 am E26 -0.19 15.27 21.34 .151.59 4.38 400 07 0.19 .1517 .21.34 151.59 638 am as 0.18 1427 2138 -147.48 6.22 -0.00 E29 -0.62 -2.46 4.70 25.78 .21.41 am IFrame SAM Fr4mev14.05,W Ra Reactions Ra Mn May Pape 17/47 E21 Dalai)Academic 07 16 12 load abange 4.74 IN 43.41 09121/12 19:24:38 0.00 Building Code: MC 6.53 -3.46 .58.00 -53.84 0.00 E23 Node me Ra RF Ra Maa Myr T. 4.74 .3.54 E30 -0.60 4.11 4.56 .39.49 -20.57 -0.00 166.82 .15.11 E31 0.60 4.11 4.56 39A9 2057 ON 0.00 07 E12 0.62 2.46 4.70 -25.78 21.41 -0.00 1.21 18.53 E33 -0.22 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0.75 7 0.00 0.00 BOO Lp -0.14 0.66 000 0.00 0.00 U 0.00 -0.00 0.00 0.00 0.00 -0.00 Sp -0.01 0.09 4m 0.00 0.00 0.00 So -0.00 0.00 4.M OOD 0.00 0.00 WI 0.77 .0.16 0.48 0.00 0.0) 0.00 W2 -018 271 .3.46 0.00 0.00 0.00 W3 0.48 0.20 4.12 0.00 0.00 0.00 W4 0.68 4A5 0.83 0.00 0.00 O.0D W5 0.05 0.90 4.97 0.00 0.00 0.00 W6 OAS 3.17 4.21 0.00 0.00 0.00 W7 0.37 1.91 .2.23 0.00 0.00 0.00 W8 0.79 .2.15 2.96 0.00 ON -0.N W9 -0.00 2.52 4.25 0.00 0.00 000 W10 0.55 ON -0.10 0.00 0.00 -0.00 Wit 0.32 .0.52 0.64 0.00 0.00 0.00 BYUI Science Building - Page 86 of 187 Frame Reactions RAMFruncvl4.O5.OD Page 18/47 DalnBase. Academic W 1612 load change OW21112 19:2438 BuildinCCode: mC Node LdC Ra By Ra Mn May Trz E21 4.30 4.74 IN 43.41 .53.30 0.00 W 4.35 6.53 -3.46 .58.00 -53.84 0.00 E23 4.35 -6.53 3.46 38.00 53.84 4.00 E24 4.30 4.74 .3.54 -43.41 53.30 4.00 us .1.21 -18.53 11.68 166.82 .15.11 4.00 E26 -1.39 1906 -11.65 .17110 .16.97 0.00 07 1.39 49.06 11.65 171.20 16.97 -0.W m8 1.21 18.53 -11.68 .166.82 15.17 0.00 E29 4A5 411 2.56 3937 -55.08 0.00 00 4.20 5.00 3.49 44.16 -52.07 -0.00 E31 4.20 -5.00 2.49 44.16 52.01 0.00 02 4.45 3.21 -2.56 29.57 55.08 4.00 ED -1.71 .13.41 8.44 120.71 .21.09 0.01 E34 .0.89 13.95 -8.42 -125.08 .11.05 4.01 E35 0.89 .13.95 8.42 125.08 11.05 0.01 06 1.71 13.41 4.44 -120.71 21.09 -0.01 2% D 0.04 -IJ6 Im 11.59 0.11 0.00 Lp 0.07 -2.71 RM 16.55 0.56 0.00 1n 0.00 4.00 0.00 0.01 0.00 4.00 Sp .0.01 0.U9 -0.00 4.39 4.19 0.00 So -0.00 0.00 00 4.01 -0.00 0.00 WI -1.67 0.20 0.25 .1.33 30.58 0.00 W2 0.06 .10.57 7.95 103.75 0.34 -0.DO W3 -131 1.04 4).55 -9.80 .16.18 O00 W4 r-120 4.73 0.92 7.81 -14.69 .0.00 W5 0.66 .11.13 8.05 ISOM 7.31 -0.00 W6 4.57 4.73 3.88 46.97 6.81 0.00 W7 .1.21 -7.78 6.15 76.82 .15.18 4.00 W8 4.30 8.06 -5.81 -78.70 45.69 0.00 W9 -1.41 -277 2.50 27.88 -1714 ON W10 -0.41 -8.89 6.73 87.35 -5.53 AAO WII -1.47 9.11 6.47 .88.74 .17.62 SIM W12 4).48 2.99 .2.24 -29.31 .5.92 -0.00 EI 4.01 2.41 -1.30 -22.83 -50.11 0.00 E2 .3.78 0.72 0.08 4.05 46.85 0.00 E3 0.18 .12.96 11.05 129.37 1.63 -0.W E4 OAS -9.44 7.97 94.12 4.19 0.00 ES .3.96 -1.47 2.01 15.98 49.62 0.00 Ed 4.06 6.30 4.62 61.64 -50.59 0.00 E7 406 5.30 4.62 61.64 50.59 .0.00 EB 3.% 1.47 3.01 .15.98 49.62 -0.0D E9 -1.02 -12.23 10.66 122.52 .13.40 -0.M SO -1.38 13.68 .11.44 -136.21 46.66 0.00 Ell 138 .13.68 11:44 -',AILD 16.66 -000 M Frame Reactions RAMFsmncv14.05.00 Dalallasc Amdemic 0? 1612 land door BuildinBCode mC Patin, 20(47 0912111219:24:38 Nodc me Ila By Ra, Mn Myy T. W12 0.87 .2.71 31D 0.00 0.00 -0.W EI 1.61 0.35 0.06 0.00 0.00 0.00 E2 1.13 4.26 D.82 0.00 0.00 0.00 E3 -0.32 3.12 -3.75 0.00 0.00 0.00 E4 -0.61 4.40 -3.44 0.00 0.00 0.00 ES 1.51 1.29 -1.07 0.00 0.00 000 E6 1.70 -0.59 1.18 0.00 0.00 0.00 E7 -1.70 0.59 .1.18 0.00 0.00 -0.w ES -1.51 .1.29 1.07 0.00 0.00 -0.W E9 0.11 3.23 .3.74 0.00 0.00 0.00 Be 0.80 .3.02 In 0.00 0.00 400 Ell 480 3.02 .3.T7 0.00 0.00 0.00 E12 -0.17 .3.23 3.74 0.00 0.00 -0.00 E13 1.42 1.67 -136 0.00 0.00 0.00 E14 1.79 4.97 1.69 0.00 0.00 0.00 E15 -1.79 0.97 -1.69 0.00 ON -0.W E16 .1.42 .1.67 1.58 0.00 0.00 -0.00 E17 4.13 4.51 .5.42 0.00 0.00 0.00 E18 1.10 4.30 4W 0.00 0.00 -0.00 E19 -1.10 4.30 6.45 0.00 0.00 0.00 E20 0.13 4.51 5.42 0.00 0.00 -0.00 ml 1.69 0.68 0.31 0.00 O.OD 000 02 1.83 -110 1.95 0.00 SIM -0.00 E23 -1.83 1.20 .1.95 O.OD O.OD 0.00 E24 -1.64 -0.68 0.31 O.OD 0.00 -0.00 E25 010 3.05 4.51 O.OD ON 0.00 06 0.84 -3.20 4.00 0.00 0.0D -0.00 07 464 3.20 4.00 0.00 0.00 0.00 us 4.20 -3.05 3.51 0.00 0.00 Am E29 1.55 1.06 4.81 0.00 0.00 0.00 00 1.92 -1.58 2.45 0.00 0.00 -0.00 Ell -L92 1.58 .2.45 0.00 0.00 0.00 E32 -1.55 -1.06 0.81 0.00 ON O.DD E33 -0.09 4.32 -5.19 0.00 0.00 0.00 EN 1.13 4.48 5.68 0.00 0.00 4.00 E35 -1.13 4.48 .5.68 0.00 000 0.00 06 0.09 4.32 5.19 O.OD 0.00 -GOD 303 D 4.38 1.83 425.08 -9.38 4.811 0.00 Lp -0.36 1.67 4]8.52 -8.51 .1.79 0.01 In 000 -0.00 0.00 0.01 0,00 -0.00 Sp 4.07 0.28 92.78 .1.45 435 0.00 So .0.00 0.00 -000 -0.00 -0.00 0.00 W1 1.99 -OA3 L64 2.21 9.90 0.00 W2 -0.75 7.12 .11.73 -34.% -3.45 0.03 BYUI Science Building - Page 87 of 187 I Frame Reactions MM F.. 04.03.00 Page 22141 M DaleBase: Asa is m 1612 load change 09/21/1219:243B Buildin8 Code: MC Node LdC Re Ry Ne My Myy Ta E36 0.51 4LA2 17.63 56.62 2.22 405 6Yeme 89: Nada LOC Na Ry . 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Id, BIP' lop' mppR MpR W'f1 325 ❑ 0.27 0.14 (51.01 -0.69 1.40 0.00 w 0.17 0.13 '411:50 -0.61 0.88 Rol U -0.00 4.04 0.00 ON -0.00 400 Sp 0.02 D.02 114 448 0.12 ON So ON 4.00 4.00 ROD ON ON WR 4.51 0.02 -5.56 4.11 22.54 ON W2 4.07 1.67 0.07 -7.77 4.73 0.03 W3 3.56 0.0 4.42 -0.29 17.74 0.01 W4 3.21 -0.04 -3.91 0.12 16.07 -0.00 WS -1.56 1.0 1.61 -5.00 -8.08 0.0 W6 1.45 1.45 -ISI -6.67 6.98 0.04 W7 333 1.27 4.12 -5.92 16.36 0.03 W8 3.44 -1.24 4.22 5.72 17.45 402 W9 3.75 1.13 4.45 .5.21 18.54 ON RAMFume04.05.00 Frame Reactions Page 32/47 DolaBau: Academic 07 16 12 lord d.p 09/21/1219:24:38 Building Code:lDC NWe DOC R' Ry FU Ma' Myy Ta WI 4.52 -0.14 0.35 0.69 22.58 0.00 W2 -0.15 1.43 -3.99 4.55 -1.15 0.03 W3 3.56 .0.09 0.22 0.47 17.77 0.01 W4 3.22 -0.12 0.31 0.65 16.10 -0.N W5 -1.61 1.03 .2.67 4.81 -8.35 0.00 W6 1.38 1.12 .332 -542 6.62 0.04 W7 3.28 0.97 .2.73 4.40 16.0 0.03 W8 3.50 -1.17 3.25 SAO 17.79 -0.02 W9 3.71 0.77 .2.32 -3.41 16.29 ON WIC 1.21 0.68 -1.77 .3.19 5.81 4.04 WII 3.88 4.83 2.16 3.04 19.58 0.00 W12 1.38 492 2.71 4.16 7.11 404 EI 11.16 4.30 0.90 1.59 56.14 0.02 0 10.40 -0.31 US 1.59 5135 0.01 0 -0.40 1.70 4.16 -7.88 -243 0.03 N 1.27 1.72 4.92 -7.87 6.0 0.05 E5 11.04 0.21 4.53 4.77 55.41 0.03 E6 11.26 -0.81 2.33 3.96 56.87 0.01 M .11.28 0.81 -2.33 -196 -56.81 -0.01 ES .11.04 -0.21 0.53 0.77 .55.41 4.03 E9 2.94 1.61 4.49 4.41 14.42 0.04 EIO 3.75 -1.79 5.03 8.36 19.27 4.02 Ell .3.75 1.79 .5.03 -8.36 .19.27 0.02 Ell -2.94 .1.61 4.49 7.41 44.42 404 E13 11.54 0.22 457 -0.77 Q,57.94 0.03 E14 10.77 -0.82 238 3.95 54.34 0.00 M5 .10.77 0.82 -2.38 4.95 -54.34 O.DD E16 .11.54 -022 (0157 037 NW4 -Oo3 El? 4.62 1.63 4.65 .7.39 2184 0.0 EIB 2.07 -1.82 5.19 8.35 10.84 -0.05 MR .2.07 1.82 3.19 -8.35 -10.84 0.0 Do 4.62 .1.63 4.65 7.39 .22.84 -0.06 MI 1036 0.19 4.58 .0.78 51.62 0.02 E22 10.52 -0.82 2.28 3.95 53.08 -0.00 E3 .10.32 0.82 .2.28 -3.95 -53.01 0.0 E24 .10.28 .0.19 0.58 0.78 -51.62 4.02 MS 2.72 1.60 4.51 .7.41 13.28 0.03 E26 3.52 -1.79 5.02 8.36 18.13 -0.03 E27 -5.52 1.79 .5.02 -8.36 -18.13 0.03 MR 3.72 -1.60 4.51 7.41 .13.28 4.03 E29 10.78 0.20 -0.63 -0.77 54.15 RD2 mo 10.02 4.83 2.33 3.95 50.55 .0.01 01 -10.02 0.83 .2.33 .3.95 -50.55 0.01 02 -10.78 .020 0.63 0.77 -M.15 402 M3 4.39 1.63 4.67 -7.40 21.70 0.05 BYUI Science Building - Page 90 of 187 Reactions Frame Reactions IFrame RAM Fmmev 14.05.00 RAM Fre ev14.05.0 Page 33/47 p 111 D.10.: Academic 0716121oad change M Dlt =: Academic 0716121oad change 09121/1219:2498 Bmldia8 cox: RIC Boildins Code: MC NO, LOC Rx Ry Rz Mxa Myy Tn W. E34 1.85 -1.82 5.18 8.35 9.71 AM 4.6 E35 -1.05 1.82 -5.18 -8.35 -9.71 0.05 1.72 06 4.39 -1.63 4.67 7.40 -21.70 405 4.72 333 D 0108 -0.29 40.50 1.55 0.44 am 6.66 LP 0.15 0.03 35.69 -0.0 0.78 0.01 -9.90 Ln 400 -am 0.00 am -am A.0 4.56 Sp 4.08 •0.15 1257 0.82 -0.43 000 6.56 S. am -am am am 0.00 am 99D WI 4.46 -0.14 -3.51 0.66 22.29 000 -8.03 W2 4.18 1.47 7.72 3.81 -128 0.03 309 W3 3.52 -0.11 •270 0.56 17.55 0.01 -309 W4 3.18 -am -2.49 0.43 15.89 -0.m 8.03 W5 -1.61 1.14 -1.59 -5.42 -8.36 am W6 1.35 1.06 4.00 -4.81 6.45 0.04 Rz W7 3.22 100 -5.43 4.61 15,76 0.03 W8 3.48 -1.20 0.15 5.58 17.67 4.02 111.83 W9 3.65 0.71 4.08 -3.18 1800 000 108.0 W10 1.17 0.79 -3.06 -3.74 5.65 -0.00 -am Wil 3.85 -0.93 am 4.46 19.43 am 44 PF W12 1.37 -0.86 1.12 3.91 7.08 -0.m am EI 11.02 -0.35 -8.91 1.79 55.41 0.02 -12.28 0 10.27 432 -8.23 1.60 51.66 0.01 -0.40 0 -043 1.75 4.19 -8.21 2.57 0.03 -8.84 E4 1.23 1.69 3.56 -7.79 5.76 0.05 -9.58 0 10.89 0.18 AD.17 -0.67 54.9 0.03 0.49 E6 11.14 -0.87 -7.63 4.26 56.18 0.01 -1.08 0 -11.14 0.87 7.65 4.26 -56.18 4.01 -9.51 E8 -10.89 -0.18 10.17 0.67 -54.4 -a03 4.m E9 2.88 I.M 4.87 -7.67 14.05 004 -7.44 EIO 3.73 -1.85 1.52 8.73 19.19 4)02 4.82 Ell •3.73 1.85 4.52 -8.75 -19.19 0.02 4.98 E12 -2.88 -1.64 6.87 7.7 1 5 -0.N 6.36 E13 11.38 a16 -10.58 A34 =14 0.03 -28.88 E14 10.65 -0.85 -724 4.13 53.68 0.00 -28.07 E15 -10.65 0.85 7.24 -0.13:53-,¢¢,. 0.01 -0.m -0.47 E16 •11.38 -0.16 10.58 0.54 7. A03 -1.19 E17 4.53 1.58 -8.24 -7.25 22.39 0.0 -29.02 EIB 2.08 -1.79 2.89 8.33 10.86 4.05 -28.74 E19 -2.08 1.79 -2.89 -8.33 -10.86 0.05 28.74 E20 4.53 -1.58 824 7.25 -22.39 -0.m 29.02 E21 10.14 0.20 -9.49 4.87 50.89 O.m -9.14 E22 10.40 -0.84 6.91 4.m 52A3 -0.m -839 Ell -10.40 am 691 4.06 -52.43 am 8.19 E24 -10.14 420 9.49 0.07 -50.89 4.02 9.14 am 0.0 Frame Reactions Reactions I RAM Fmmevl4OS.m "PI,Frame RAM Frunev14.O5.m Page 35147 e.p Dais ..: Academie 07 16 12 Wad chmgs DalxBesc Academic 0716121adchangc WPII12 192438 Mm Building Cade: WC Buildin[Cade: ®C Node LdC Rx Ry Ar Mxx Myy Ta Mn E13 1.36 0.28 -29.24 am am 0.00 0.0 EM 1.33 -0.19 -2L52 am am 0.0 am EIS -1.33 0.19 20.52 0.0 am -0.00 0.0 E16 -1.36 -0.28 19.24 0.0 0.0 -0.m 0.0 E17 0.46 0.91 9.85 0.00 am 0.00 am E18 0.35 4.78 -7.47 0.00 am -0.m 0.0 E19 4D35 0.78 7.47 am am am am no A.46 481 9.85 0.0 0.0 A.0 am MI 1.33 0.23 -28.21 am am am am E22 1.33 -0.20 47.93 0.00 am -0.m 0.0 03 -1.33 0.20 27.93 Q00 am 0.0 am E24 -1.33 -0.23 2821 0100 am -0.0 am F33 0.40 0.73 490 a0U am am am E26 0.39 -0.72 495 0.00 am -0.0 am 07 429 0.72 7.95 %00 am 0.0 am E28 AAO -0.73 8.90 0.00 0.0 -0.0 am E29 1.34 0.25 -28,13 Q00 am am am B30 1.31 -0.22 -27.71 0.00 0.0 A.00 0.0 E31 -1.31 0.22 27.71 0.0 0.0 am 0.0 02 -1.34 -0.25 28,13 0.0 am -0.0 0.0 E33 0.45 0.80 -9.61 am am am am E34 0.34 -0.79 -7.23 am am -am 0.0 E35 -0.34 0.79 7.23 0.0 am am am E36 -0.45 -0.80 9.61 am am -0.m 0.0 320 D1.14 am 0.05 902 0.00 0.00001P -5A4 am Lp 1.10 0.05 go am am am am In -am •am am 9.00 am AOO am Sp 0.02 am 4w 0.00 am 0.00 am S. -0.00 A.00 4.0 0.00 am 000 am WI 0.53 am 7.59 0.00 am am am W2 am 0.63 0.19 0.00 am 0.00 am W3 0.38 001 5.47 0.00 am 0.00 am W4 0.42 -0.01 5.92 0.00 0.0 -0.0 am W5 -0.04 0.42 -0.34 am am 0.0 W6 am 0.51 0.63 0.00 0.0 am Mxa W7 0.40 0.47 5.B4 0.0 am am IOPR WB 0.40 446 5.54 am am am am W9 0.32 0.39 4.57 am am am am WIO 0.29 0.31 4.18 am am -0.0 0.0 Wil 0.31 431 4.35 0.0 am am am W12 0.28 -0.39 3.96 am 0.0 -0.m am EI 1.24 0.03 17.87 am 0.0 am am E2 1.22 0.01 17.75 am am am am 0 -0.0 0.73 0.23 0.0 am 0.0 am BYUI Science Building - Page 90 of 187 Frame Reactions RAM Fre ev14.05.0 Page 34/42 M Dlt =: Academic 0716121oad change 09/21/1219:24:38 Boildins Code: MC Node Ldc Rx Ry W. 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Mn Tu Mp4 Mpa Mpe IdPfl Mpft Wt 285 D 0.98 434 tAL4j 2.82 6.05 0.00 Reactions 'Frame RAMFaamev14.05.0D Page 44/47 Dnallaac: Aeademic 0716121oad ehaage 0941/1219:24:3_`_ Bolldl, Code: mC Node LdC W Ry Ra Mn Mn Trz E30 .15.25 3,97 18.28 -35.54 .139.49 4.00 E31 15.25 .3.97 -18.28 35.54 139.49 am 02 13.96 -258 -16.44 19.13 128.73 -0.m E33 -2.23 .1.33 214 19.14 -22.30 0.00 E34 4.53 3.30 8.28 -35.54 .58.16 -0.m 05 6.53 -3.30 4.28 35.54 $8.16 am E36 2.23 1.33 -3.14 -19.14 22.30 -0.m 347 D _aD9 0.06 Q14 0.00 0.00 0.00 Lp 4.12 0.07 %Z85 0.00 0.00 O.oD In am am -0.00 0.00 0.00 4m Sp 0.01 -0.m Wu am am 0.00 So AAD -0.m am 0.00 0.00 0.00 WI 1.60 431 4.93 0.00 am am W2 440 0.74 2J6 am D.00 am W3 1.13 424 3.08 am am am W4 1.27 423 -7.32 0.00 am -0.m W5 -0.32 0.62 2.52 am 0.00 0.m W6 .0.28 0.48 1.62 0.00 am am W7 am 0.32 4.63 am am am W8 1.50 .0.79 -8.77 am am -0.m W9 0.64 0.18 -3.35 am am am W10 0.71 0.30 .3.60 am am -0.m WII 1.09 ow -6A4 am am am WI2 1.16 -0.53 3.71 0.00 am -0.00 EI 3.65 4.76 -20.20 am am 0.00 0 3.62 471 -20.40 am am am E3 -0.49 0.88 3.68 am 0.00 am E4 -0.46 0.80 3.22 0.00 0.00 am 0 3.50 -0.49 -19.09 am 0.00 am E6 3.79 -1.02 -21.30 am am 0.00 E7 -3.79 1.02 , 2WO am am -0.m ES .3.50 0.49 19.09 am am -0.m E9 0.60 0.66 4.38 am am O.m BID 1.59 -1.11 -9.74 am 0.00 -0.00 Ell -1.59 1.11 9.74 am am 0.00 E12 .0.0 Am 2.39 am 0.00 -0.00 E13 3.51 4.52 .19.23 am am 0.00 E14 3.79 4.00 -21.16 am am 0.00 E15 -3.79 I.m 31.16 0.00 0.0 -0.m E16 -3.51 0.52 19.23 am am Am E17 0.63 0.57 3.84 am am 0.00 EIB 1.55 -1.03 -9.29 am am -0.m E19 -1.55 1.03 9.28 am am am 00 4.63 457 2.84 O.m am -0.m BYUI Science Building - Page 93 of 187 Frame Reactions Reactions RAM Frame v14.05.00 RAM Frame v 14.05.00 Page 45/47 DahEm: Academic W 1612load change 09/21112 19:24:38 09/21212 19:24:38 Building Code: WC Building Code: IBC Node LOC Ra Ry Node LOC Ra Ry Re Maa May' T. 3.97 DI 3.47 -0.45 -19.30 090 0.00 0.00 8.64 E22 3.77 498 21.50 POO ON -0.00 -7.79 03 -327 0.98 21.50 0.00 O.00 0.00 0.M E24 -3.47 0.45 19.30 0.00 0.00 -0.00 EA E25 0.60 0.67 -244 0.00 0.00 090 -9.53 E26 1.58 -1.10 .9.80 0.00 0.00 4W -1.89 E27 458 1.10 9.80 090 090 0.00 3.19 E8 4.60 467 2.44 0.00 0.00 -0.Og 8.06 E29 3.48 447 -19.44 0.00 0,00 0.00 .12.25 E30 3.76 -0.95 .21.37 090 ON 4.00 406 E31 .3.76 0.95 21.37 0.00 090 0.00 E22 E32 -3.48 0.47 19.44 0.00 0.00 -0.00 -9.66 E33 0.63 0.58 -2.90 0.00 0.00 0.00 -1.96 E34 1.55 -1.01 .9.34 0.00 0.00 -0.00 4.13 05 -155 1.01 9.34 0.00 0.00 0.00 8.56 E36 -0.63 -0.58 2.90 ON 0.00 -0.W -8.39 Framegl8: EB -4.26 .2.59 4.13 12.61 -23.03 493 Node uc Ra Ry Rz MS. Sin Tu MO 9.93 Mps MPs MPS MPft MPB Mp-n -9.93 331 D 0.01 0.14 QF87" -0.70 0.14 0.00 -1.93 Lp 0.40 0.20.1.03 .0.02 E33 223 0.01 3.35 Ln 0.00 0.00 0 -0.00 0.00 D.00 7.98 Sp 404 0.01 W -0.03 .0.19 0.00 .12.85 So 400 -0.00 400 0.00 400 0.00 4.05 WI 4.46 0.58 3.56 -3.01 22.38 0.00 Node IAC W2 0.94 1.83 1.13 4.71 5.16 0.03 MPs W3 2.91 0.38 221 -1.97 14.58 0.01 -0.06 W4 3.78 0.49 3.14 .2.55 18.99 4.00 54.05 W5 1.48 1.43 1.35 4.94 7.80 0.00 000 W6 4..08 1.31 0.35 4.13 -0.05 0.04 1.14 W7 4.05 1.81 3.52 -8.79 20.66 0.03 0.00 WB 2.64 .0.94 1.83 4.30 12.92 0.02 W2 W9 2.12 1.27 L92 .6.07 10.90 0.04 -3.93 Who 3.95 1.44 336 -7.12 20.09 -0.00 0.96 WII 1.0 4.79 0.65 3.75 5.09 0.00 -0.16 W12 290 462 2.10 2.71 14.29 -0.04 16.58 E1 9.64 126 7.48 4.47 48.72 O.m .31.22 D 10.04 1.30 8.m 4.74 50.70 0.01 0.00 E3 1.25 2.20 1.73 .10.58 6.82 0.03 E4 0.17 2.11 0.95 -10.00 2.36 0.05 E5 10.02 Iffi 7.99 .9.65 50]7 0.03 E6 9.27 0.60 6.% .3.30 46.67 0.01 E7 -9.27 -0.60 3.96 3.30 46.67 4.01 ES -10.02 -1.92 -7.99 9.65 .50.77 -0.03 Frame Reactions NAM Frame 04.05.00 Page 47/47 M Dasallase: Academk 07 16 12 load change Bonding Code: IBC 09/21/12 19:24:38 Node LOC Rs Ry Ra MIS Myy W9 .1.36 4.38 0.36 5.94 -13.54 0.00 �9 W IO -3.30 .0.62 1.05 10.32 -13.29 .00 Wil .3.28 2.07 0.93 .22.90 39.82 0.00 W12 .522 1.83 1.63 -19.49 49.56 .000 EI .12.81 3.01 3.70 -27.02 .121.99 0.00 D .13.16 2.90 3.92 -25.39 -125.99 0.00 E3 1.82 -253 -0.69 30.87 15.51 400 E4 2.79 .237 4.93 27.84 25.02 0.00 ES -12.26 225 3.49 .17.76 .117.33 0.00 E6 .13.35 3.77 3.90 .36.28 -126.M 0.00 E7 13.35 -3.77 -3.90 36.29 126.64 -0.00 ES 12.26 -2.25 -3.49 17.76 117.33 -0.00 E9 .2.03 .1.63 0.42 22.77 -21.09 400 Elo .5.66 3.43 1.80 .38.98 .52.10 090 Ell 5.66 -SAS -1.80 38.98 52.10 400 E12 2.03 1.63 4.42 .22.77 21.09 0.00 E13 .11.97 230 3.42 .18.67 -114AB 0.00 EM -13.64 3.72 !3!9-8 .35.37 .129.49 0.00 E15 13.64 -3.R .3.98 qm efM. 490 E16 11.97 -230 -3.42 19.67 114AB -0.00 E17 4.06 -1.47 0.18 19.73 .11.58 0.00 E18 3.62 328 2.44 .35.93 .61.61 -0.00 E19 6.62 438 -2.04 35.95 61.61 0.00 DO 1.06 1.47 -0.19 .19.73 1158 -0.00 DI .12.62 2.14 3.71 .16.13 -121.34 0.00 E22 .13.71 3.66 4.13 -34.65 -130.64 0.00 03 13.71 -3.66 4.13 44.65 ISO." -0.00 04 12.62 3.14 4.71 16.13 12134 0.00 E25 -2.13 -1.66 0.49 23.26 -22.29 -0.00 E26 -5.76 3.40 1.86 -38.49 .53.30 0.00 B27 5.76 -3.40 -1.86 38.49 53.30 -0.W 08 2.13 1.66 449 .23.26 22.29 900 E29 .12.33 2.19 3.64 -17.04 4)BA8 0.00 00 -1490 3.61 4.20 .33.74 -133.50 -0.00 E31 14.00 .3.61 4.20 33.74 133.50 0.00 E32 12.33 .2.19 -3.M 17.04 118.48 400 E33 -1.17 4.50 0.25 20.22 .12.78 0.00 E34 -6.73 3.24 2.11 .35.46 32.82 0.00 E35 6.73 -3.24 -2.11 35.46 62.82 0.00 E36 1.17 1.50 4.25 .20.22 12.78 4.00 BYUI Science Building - Page 93 of 187 Frame Reactions f RAM Frame v 14.05.00 Page 4W47 DamBase: Academic 07 16 12 bad change 09/21112 19:24:38 Building Code: WC Node LOC Ra Ry N Mas M,yy TIS E9 4.15 258 3.97 -1252 21.44 0.04 EIO I.M .1.82 0.52 8.64 7.79 -0.02 Ell -1.64 1.82 -0.52 -8.64 -7.79 0.02 E12 4.15 -258 -3.97 12.52 21.44 0.M EU 9.76 1.89 176 -9A7 49.43 0.03 EA 9.53 0.63 7.19 -3.47 48.01 0.00 EI5 -9.53 -0.61 .7.19 3.47 48.01 400 E16 -926 -1.89 4.76 9.47 49.43 -0.03 E17 3.26 2.49 3.19 -11.94 16.98 0.06 E18 252 -1.73 1.30 8.06 1225 -0.05 E19 ±52 1.73 -1.30 -8.06 .12.25 0.05 E0 -7.26 -2.49 -3.19 11.94 -1698 406 E21 10.41 1.96 'UM69�: IM 0.02 E22 9.66 0.64 7.48 A 48.66 -0.00 E23 -9.66 0.M -7.48 3.57 48.66 0.00 E24 -10.41 -1.96 ®644 q" -52.75 4..02 E25 4.26 259 4.13 -12.61 22.03 0.03 E26 1.76 -1.81 0.67 8.56 8.39 -0.03 E27 .1.76 1.81 -0.67 -8.56 -8.39 0.03 EB -4.26 .2.59 4.13 12.61 -23.03 493 E29 10.15 1.93 8.28 -9.74 51.41 0.02 MO 9.93 0.67 7.72 .3.74 49.99 -0.01 B1 -9.93 .0.67 2.72 3.74 49.99 0.01 Ell .10.15 -1.93 4.28 9.74 .51.41 .0.02 E33 338 250 3.35 -1202 17.57 0.05 E34 , 2.64 -1.72 1.45 7.98 12.65 -0.05 E35 -2.44 1.72 .1.45 -7.98 .12.85 0.05 D6 -3.38 .2.50 4.35 12.02 .17.57 4.05 Fnnegl9: Node IAC N Ry Ra Mn Myy Tu MPs MPs MPs 1IPf4 MPR MPf1 287 D -0.09 -0.06 51.71 1.40 1.03 0.00 Lp -0.55 0.06 54.05 0.82 -1.14 0.00 N .0.00 0.00 0.00 000 -0.00 400 Sp 0.15 -0.05 27� 0,39 1.14 0.00 So 090 0.00 -0.00 000 0.00 0.00 W I -5.84 128 1.77 .11.14 .56.09 0.00 W2 1.71 -2.17 -0.51 25.58 14.47 -0.00 W3 -3.93 0.96 1.09 -8.67 .37.24 0.00 W4 4.84 0.96 1.56 8.04 46.91 -0.00 WS 0.44 -1.78 -0.16 21.79 2.52 .0.00 W6 2.12 -1.47 A.61 16.58 19.18 O.m W7 -3.10 4.67 0.94 10.83 .31.22 -0.m W8 .5.66 2.60 1.71 -27.59 -52.92 0.00 BYUI Science Building - Page 94 of 187 PROJECTI' \� L `JdJ<<SG12/T5.C'� PROJECT p �'T ARCHITECT y�C-i> a'A DATE_ 11 I LOCATION P �'xV��r�l ENGINEER - TAIJNER ftARFUSS STRUCTURALL ENGINEERS - PAGE: OF PROJECT TBSEinc M ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION. BYLII Science Building - Page 95 of 187 1 PROJECT # - PAGE. DATE ENGINEER OF_ ............................................................................................................................................................................................................................................. ............... ........... ....................................................................................................................... ........... ............... ............... ............ .. . . .......... . ............ ............... ........... .......................a ... .. . .... .... .... ........................................ ........ ..................... I ............ I ........ I .......................... ........... ........................... ........................ .......................... ....................................... 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Title Block line 6 PunW 26 SEP 2012 Steel Beam Guaneni c imp +cn2omo mind n+o n on v -P Description : W10X19 WEAK AXIS WIND LOAD CODE REFERENCES Calculations per AISC 360-05, ASCE 7-05 Load Combination Set: ASCE 7-05 Analysis Method: Allowable Stress Design Beam Bracing: Completely Unbraced Bending Axis: Minor Axis Bending Load Combination ASCE 7-05 W(0.25) Span = 8.0 ft UT RO iP] Fy : Steel Yield: 50.0 ksi E: Modulus: 29,000.0 its! Applied Loads _ - Service loads entered. Load Factors will be applied for calculations. Uniform Load : W = 0.250 Wit. Tributary Width =1.0 It Maximum Bending Stress Ratio = 0.239: 1 Maximum Shear Stress Ratio = 0.016 : 1 Section used for this span W10x19 Section used for this span W10x19 Mu: Applied 2.000 k -ft Vu : Applled 1.0 k Mn / Omega: Allowable 8.358 k -ft Vn/Omega : Allowable 63.516 k Load Combination +D+W+H Load Combination +D+W+H Location of maximum on span 4.000ft Location of maximum on span 0.000 fl Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio = 0 <360 0.016 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 8.36 Max Downward Total Deflection 0.187 in Ratio = 514 63.52 Max Upward Total Deflection 0.000 in Ratio= 0 <1B0 Maximum Forces.& Stresses for Load Combinations Load Combination Max Suess Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma -Max Mny Mny/Omega Cb Rm Va Max Vny Vny/Omega +D+W+H Dsgn. L = 8.00ft 1 0.239 0.016 2.00 2.00 13.96 8.36 1.14 1.00 1.00 95.27 63.52 +D40.750Lr+0.750L+0.750W+H Dsgn.L= 8.00ft 1 0.179 0.012 1.50 1.50 13.96 8.36 1.141.00 0.75 95.27 63.52 +D+0.750L+0.750S+0.750W+H Dsgn.L= 8.00ft 1 0.179 0.012 1.50 1.50 13.96 8.36 1.14 1.00 0.75 95.27 63.52 +o.60D+W+H Dsgn.L= 8.00ft 1 0.239 0.016 2.00 2.00 13.96 8.36 1.14 1.00 1.00 95.27 63.52 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max.'= Deg Location in Span Load Combination Max. "+" Deg Location in Span W Only 1 0.1867 4.040 0.0000 0.000 . Vertical Reactions - Unfactored Support notation: Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.000 1.000 W Only 1.000 1.000 OT V I OUIUH U DUIIUII Ia - rUYU Ut UI 101 Company: TBSE Project Ref #: 0 Address: 233 N. 1250 W. Post 1 City I State: Centerville / UT post Span Date: Wed, Sep 26 12 Zip Code: 84014 C Post Configuration Wall Information: lbs 12.33 ft Dead Load Gross Section Properties: (for Single Section) Ix (major) Ino 2.3163 Sx major) (in3) 0.7721 rx major in 2.2767 I minor) (ir;4) 0.1484 S minor) (in3) 0.1225 ry minor fn 0.5763 Area 1n2 N/A 0.4469 Xo in N/A N/A -1.0617 J x 1000 Ino 0.3030 Cw (In6) 1.0952 Ro in 2.5773 We ht Ib/ft 1.5207 Design Code 2006ISC w/AISI-NAS 2001/04 Supp. Design Method ASD Wall Height ft 12.33 Section Count 1 Dead Loads lbs 400 Live Loads lbs 0 Fastener Spacing in 36 Lateral and Torsional Bracing k Unbraced K, Distortional Buckling Rotational Stiffness (Ibf-fn./in.) N/A Load Combination Factors: # Dead Live Used For 1 1 1 Strength 2 1 0 Strength Capacity Check: 12.33 ft Live Load i� 1.6250 ry ~ 0.0712. 0.5000 6.00 0 ` 0.0451 6005162-43mil, 33 ksi Material Properties: F ksi 33 Fu ksi 45 E ksi 29500 G Ksi 11300 Reactions: Joint I R (kips) 1 1 0.4000 2 1 0.0000 Design Options: ° Standard Punchout Considered ° Strength Increase from Cold Work of Considered Forming (AISI, Sec. A7.2) Member Moment ki s.in Shear kis Tension kis Compression (kips) Actual N/A N/A N/A 0.4000 1 Allowable 3.5679 1.2403 7.2525 0.7576 Act./All. N/A N/A N/A 0.5280 ASI StMISmari®System 6- Version 6.1.0.67 SPI Page 113 r - BYUI Science Building - Page 98 of 187 Company: TBSE Project Ref #: 0 Address: 233 N. 1250 W. Post 1 City / State: Centerville / UT Date: Wed, Sep 26 12 Zip Code: 84014 Post Span Member Moment Shear Tension Compression ki s.in kis kis (kips) X/L N/A N/A N/A 0.1000 ASI SteelSmerl® System 6 -Version 6.1.0.67 SPI Page 213 PROJECT TBSEInc M ARCHITECT TANNER BARFUSS STRUCTURAL ENGINEERS LOCATION_ BYUl Science Building - Page 99 of 187 PROJECT# PAGE: DATE ENGINEER OF ...................... I .......................... 1.111, ...... ............................... ....................... .............................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. .. ..... ; ......... .......... .... .... ... .... ...... .. 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POINT LOADS (kips): LINE LOADS (k/ft): Load Dist (ft) 1 0.000 13.250 2 1.500 9.500 DL Flange Bracing Dist (ft) DL LL Top Bottom 1.500 2.17 3.31 No No 9.500 2.17 3.31 No No LINE LOADS (k/ft): Load Dist (ft) 1 0.000 13.250 2 1.500 9.500 DL LL 0.021 0.000 0.021 0.000 0.128 0.213 0.128 0.213 10/25/12 09:09:12 Fy = 46.0 ksi SHEAR: Max Va (DL+LL) = 8.15 kips Vn/1.67 = 92.42 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn / Q kip -ft ft ft kip -ft Center Max + DL+LL 21.8 8.8 13.3 1.11 1.67 46.14 Controlling DL+LL 21.8 8.8 13.3 1.11 1.67 46.14 REACTIONS (kips): Left Right DL reaction 3.28 2.37 Max +LL reaction 4.87 3.46 Max +total reaction 8.15 5.82 DEFLECTIONS: Dead load (in) at 6.76 ft = -0.112 L/D = 1416 Live load (in) at 6.76 ft = -0.166 L/D = 956 Net Total load (in) at 6.76 ft = -0.279 L/D = 571 Gravity Beam DesignBYUI Science Building - Page 102 of 187 RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (8.00,0.00) Beam Size (User Selected) = HSS8X3X1/4 Total Beam Length (ft) = 8.00 Mp (kip -ft) = 44.08 Top flange not braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 4,000 1.53 2.55 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.016 0.000 8.000 0.016 0.000 2 0.000 0.128 0.213 8.000 0.128 0.213 SHEAR: Max Va (DL+LL) = 3.47 kips Vn/1.67 = 61.61 kips MOMENTS: Span Cond LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft 11.0 11.0 Left 1.34 2.13 3.47 Right 1.34 2.13 3.47 10/25/12 08:57:08 Fy = 46.0 ksi Lb Cb n Mn / n ft kip -ft 8.0 1.26 1.67 26.40 8.0 1.26 1.67 26.40 at 4.00 ft = -0.040 L/D = 2382 at 4.00 ft = -0.065 L/D = 1483 at 4.00 ft = -0.105 L/D = 914 BYUI Science Building - Page 103 of 187 Gravity Beam Desi RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (17.00,0.00) Beam Size (User Selected) = HSS12X2X1/4 Total Beam Length (ft) = 17.00 Mp (kip -ft) = 77.05 Top flange not braced by decking. POINT LOADS (kips): Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft 20.7 20.7 Left 2.17 3.31 5.49 Right 1.52 2.24 3.76 10/25/12 08:39:59 Fy = 46.0 ksi Lb Cb Q Mn / Q Flange Bracing Dist (ft) DL LL Top Bottom 4.250 1.30 2.15 No No LINE LOADS (k/ft): L/D = Load Dist (ft) DL LL 1 0.000 0.021 0.000 17.000 0.021 0.000 2 0.000 0.120 0.200 17.000 0.120 0.200 SHEAR: Max Va (DL+LL) = 5.49 kips Vn/1.67 = 92.42 kips MOMENTS: Span Cond LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft 20.7 20.7 Left 2.17 3.31 5.49 Right 1.52 2.24 3.76 10/25/12 08:39:59 Fy = 46.0 ksi Lb Cb Q Mn / Q ft kip -ft 17.0 1.13 1.67 46.14 17.0 1.13 1.67 46.14 at 8.16 ft = -0.168 L/D = 1213 at 8.07 ft = -0.254 L/D = 805 at 8.07 ft = -0.422 L/D = 484 BYU1 Science Building - Page 104 of 187 PROJECT # ENGINEER PROJECT . 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Z.�: .............. ............ .. .. ........... ....... ... .... ............ . ............. . . . ......... . . . . . ..... .................. ....................... . ........ . . . . . . . ........ ......... ............... m . . ............... ........ ............ ..................... ............... ........ 4 ...... ............... r.290 ............... ....... ............... ....... ....................... ....... ............... .. . .................... :L ;r- ............... ............... '............. ........... ...................... K, ...... ............... I ......... : ............... ...... ............... ........... ............... ....... Gravity Beam Design BYUI Science Building - Page 105 of 187 RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) Beam Size (User Selected) = C6X8.2 Total Beam Length (ft) = 9.00 Mp (kip -ft) = 21.50 Top flange braced by decking. POINT LOADS (kips): J -End (9.00,0.00) Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft 8.1 4.5 8.1 4.5 10/31/12 11:06:22 Fy = 50.0 ksi Lb Cb n Mn/Q Flange Bracing Dist (ft) DL LL Top Bottom 4.500 1.22 2.36 No No LINE LOADS (k/ft): at 4.50 ft Load Dist (ft) DL LL 1 0.000 0.008 0.000 9.000 0.008 0.000 SHEAR: Max Va (DL+LL) =1.82 kips Vn/1.67 = 21.56 kips MOMENTS: Span Cond LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft 8.1 4.5 8.1 4.5 10/31/12 11:06:22 Fy = 50.0 ksi Lb Cb n Mn/Q ft kip -ft 0.0 1.00 1.67 12.87 0.0 1.00 1.67 12.87 Left Right 0.64 0.64 1.18 1.18 1.82 1.82 at 4.50 ft = -0.087 L/D = 1240 at 4.50 ft = -0.163 L/D = 662 at 4.50 ft = -0.250 L/D = 432 RAM SBeam v5.0 Gravily Beam Design BYUI Science Building - Page 106 of 187 10/31/12 11:11:15 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (9.00,0.00) Beam Size (User Selected) = C8Xl l.5 Fy = 50.0 ksi Total Beam Length (ft) = 9.00 Mp (kip -ft) = 40.13 Top flange braced by decking. POINT LOADS (kips): Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft 11.5 4.5 11.5 4.5 Lb Cb fl Mn / Q Flange Bracing Dist (ft) DL LL Top Bottom 4.500 0.88 1.35 No No 4.500 0.84 1.40 No No 0.500 2.17 3.31 No No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.011 0.000 9.000 0.011 0.000 SHEAR: Max Va (DL+LL) = 7.46 kips Vn/1.67 = 31.62 kips MOMENTS: Span Cond LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft 11.5 4.5 11.5 4.5 Lb Cb fl Mn / Q ft kip -ft 0.0 1.00 1.67 24.03 0.0 1.00 1.67 24.03 Left Right 2.96 1.03 4.50 1.56 7.46 2.59 at 4.41 ft = -0.060 L/D = 1807 at 4.41 ft = -0.092 L/D = 1175 at 4.41 ft = -0.152 L/D = 712 GraviTy Beam Design BYUI Science Building - Page 107 of 187 RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (13.00,0.00) Beam Size (User Selected) = C6X10.5 Total Beam Length (ft) = 13.00 Mp (kip -ft) = 25.75 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.010 0.000 13.000 0.010 0.000 2 0.000 0.135 0.207 13.000 0.135 0.207 3 0.000 0.000 0.135 5.670 0.000 0.000 SHEAR: Max Va (DL+LL) = 2.62 kips Vn/1.67 = 33.84 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Center Max + Controlling REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip -ft ft ft DL+LL 7.8 6.3 0.0 DL+LL 7.8 6.3 0.0 10/31/12 10:57:43 Fy = 50.0 ksi Cb Q Mn/O kip -ft 1.00 1.67 15.42 1.00 1.67 15.42 Left Right 0.95 0.95 1.67 1.40 2.62 2.35 at 6.50 ft = -0.213 L/D = 731 at 6.43 ft = -0.332 L/D = 470 at 6.43 R = -0.545 L/D = 286 Gravity Beam DesiEn BYUI Science Building - Page 108 of 187 RAM SBeam v5.0 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) Beam Size (User Selected) = C6X8.2 Total Beam Length (ft) = 13.00 Mp (kip -ft) = 21.50 12.87 Top flange braced by decking. 12.87 LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.008 0.000 13.000 0.008 0.000 2 0.000 0.135 0.207 13.000 0.135 0.207 3 0.000 0.000 0.135 5.670 0.000 0.000 J -End (13.00,0.00) SHEAR: Max Va (DL+LL) = 2.60 kips Vn/1.67 = 21.56 kips MOMENTS: Span Cond LoadCombo Ma @ Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction kip -ft 7.8 7.8 Left 0.93 1.67 2.60 Right 0.93 1.40 2.33 ft 6.3 6.3 10/31/12 10:51:37 Fy = 50.0 ksi Lb Cb Q Mn / Q ft kip -ft 0.0 1.00 1.67 12.87 0.0 1.00 1.67 12.87 DEFLECTIONS: Dead load (in) at 6.50 ft = -0.242 L/D = 644 Live load (in) at 6.43 ft = -0.382 L/D = 408 Net Total load (in) at 6.43 ft = -0.624 L/D = 250 BYUI Science Building - Page 109 of 187 TSBA IWS TSBA 2M3 Concrete Footing Design PrvpcFaW IdvM10 &im[e Balding 6-.14&•Iw3ouu9.kl ou.z) k •4000 TBC 2012 A Aa 310-11 LawnonaO: R111Nq 3daha UpdaiW: 200100703 a.U.9 DD 0 D 0 D vu31:-4WI3>]W 0 e 0 10,0 0 Q.0 0 2 0 1A° 0 120 • 1 0.5 I 10.0 1 Q.° l 2.5 1 00.0 l 120 kr,•,. 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Lwe.a 6 11.0 6 I1TA rout. kler6Ra cm+.lA'u #6 gpa r e\a V ( I a IRA 0 AI ] ] at T 1M.4 w•4•'-nrvy j• a.01-12. ,S " MSo a fa0 B 1114 .79 #A gar ° 1].0 1e 9 122.0 ... trusa '...003W 3 #9 mr 1.12A 410 gar DUB FiSng IBC 2006 P0070703.xmW )Y1Af2)I4 DLB FwfiM IBC 2" 2007 07 DO=W 7J292D14 TSBA 3 cls 760A 1 e15 M Way 0andllq, Sham Re4ulrtmenl (1132) / V. .1Ik.4W0..AlAk>POW..6183-.06°1� 1J 01=O.A1 (10.2.).3) Minimum d dieNnce is Ua[W w 11.12.12 aM egmlion o 0 ` [fld5) 0 21A 0 299.¢ Wding 54W t 2e.o I z3p.0 e .x,ts, 2 x0.0 R Ra0.2 3 21 j j a R0.0 R R40.e /elIIti2-tW� n ra¢R..-22 1 n 0 LI n1E'w W, 4,%4, irvaa 4 RRa 1 2d.0 a"r^I\` 2 I.. W,1_2 2 0 s. 1 I I -b 6 35 6 JA I 66.8 a pe.4 1{q 232.98210 0 30.0 0 R41A 24Sk04 WO.C.. 6 RNnf. Cam. 3 41YA f([eFv13 Iw_ wu�} ) M,° ] PIPd V Mp3p.48 383¢m•- M r.. 4.0 a 2aRA :=-6,14 (3.35) [M1p 3p.90 .1" 954 ey, ,r 6°11:kia4.wulMy n 0 azo b p 213./ :•"0�`u (3.3.5) 6 /14.6 ^' a 16).0 Ute the .i,, cif the Min+ d• mm Or that dairW design deplh wy' °`- °> Y. µu T 95.0 a1924 =..{. 46.im Ka6%....I •1• .laa%13.4..yml barn 9 211.6 N: a�(a ayimy.Afe_atl •`^`I a"-5r'w,. a i..ii d fit 2...ri SPOTFtg Size SPDT Fig Mind SPOTFtathi[knea 1%.00DIR l.apg MlnBmdinquO5A) KRi:.00011 be..0 7 0 0 AMIy(p K.MinIRYm 0 bA 0 14.0 294 3 66 / 10.0 1 30.0 '.0 T °0 2 R6.0 3 339 4 n'=1r(Nw.. a Y eul 0 6.0 R 06 9 10.0 ] 01A n .r:•rr(eu e=�Nse,.er4iil 1 2.0 e 9 100 I A, • 1 110 y 1 N.0 2 1°.9 6 306 fi G.0 6 b.0 %pqy ,b a 150 ° 114 0 Wo 0 10.0.�1Kq a :•%I M 1 21A lea �: •.93k1.:IS. pr ] 13,6 ] Z.0 ) 42.0 ' r' 6 301 b f20 8 40.0 A M.0 AhJr16 AfKq i -x`01 0 33. 0 /26 9 420 p 410 '�A3k1•ilA'M ° 3 1 16 8 6A COM.Ftg 61ze CONT. Ffg Mind COW. 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Bubur9 ho - Ida Updoted: 300100703 1.0.0 0 0 0 0 o B 0 3 o IAO 0 I:A 0 2 lot o 32- ] 3s 1 10.1i 1 m 1 25 1 I0,0 f 12.0 !p°;.. !rv'1)•I..O" 2 9 3 10.0 E IEA 2 ] 2 160 x 52A 3 5 3 10.0 3 PA 3 3.5 3 10.0 ] U. Lbrd1Y. W6 RI e5e.:n.;"4^ILp.I" 1 5.6 4 10.0 9 IEA 9 4 9 )QO 4 1E.0 Cempne51w 61nlglh AnoDODO psi AF; =yn B 6 5 10.0 5 12.0 6 9.5 5 10.0 5 120 FY 80000 psi Ibad[" 6 6.5 6 t0A 6 ]E.0 6 5 6 10.1 6 120 Oisler[s IBir.Fad l I.N1irg 4N T T e m.0 7 lE.o 7 ss 7 ID.O a 12.0 U11 Sir. F.dblji.a, 4al el 1.4 ••`rv'n.n.i" a zs a m.0 6 sso B s e Io.o B 9.0 CBWmn WNlh: 10N - n.i"I"""q.ii,6° 9 6 .e 9 10,0 � 9 2.0 to.0 yA 9 12.0 ,. Wail TRakmv 12N a. dao- evmrrr a.. 0sc- 4gamw Console Slani Off., v.m. 5nrr1 nI.A.;:. lOr...e.. n•.8 1 Spat Co an.. Pa. FlO n Oa Ppxs. opi'•IOumv 1�0..±-3 J aep12Brp Pa10 000 Want aei 12 10 30A 96 1R 1n 1225 25 12 f0 3AB O a 12 10 1 3 la 10 One Way Bearding, Sham Psqulranenf (11.3.1-0 0 e.a o as 8 12 10 350" ]4 12 1" 350 1 2.0 1 92.e S0 12 10 3125 a 12 w 4aa Minimum d dialenm is booed an 113.LIfM quotisn(11-3). 2 B.a x Has B fR 10 2800 On 12 1n 450 J 11.0 a 117.0 e.6 12 10 x225 6 12 1" SBB " E iR t0 OOBO B.6 12 10 550 r, 4 ta.a a 1M.2 7,6 12 10 5825 B 12 40 600 As-�eN�inpma_-[d.-EO4OSe B 11.1 6 1-roA a 12 10 .,as B.6 12 t0 B'a C. >u2[.im. 0 1A0 d 11-4 T 190 Y e Ivo a eeo na-��er.wl9;:{avnp-call-1w. 1p).0s•lawyf) w 21.8 Ve• ua1 n: Bmar+3rrs,is¢e2 n..rm 1451-fe1 w'.0.9 -075 AR 9.3.2 Cenfim¢pi}offing Wseks lnllowed: )tkn:• 126,491 0 O n., baom,, rr 0.60.00.: n 1 en 1 e4.e n ,..arail(elva-w,ru,.x.2�0i"•92,F4r.: E EA 2 -me baSl. ...-a 0i. #3&. .uu 4 a e.1 3 1 .S, o^u�l.! 4 $. 7-1.31 re.n :. ""'e.E .r..l.4 1g #4 Bar p B 1 1.1A 6 117.8rout-Wu6.Yu tw1.I8b ]I #3 gar W.r_r:. aryr1 .AI .ma.s-naexa e M4 111.8 A` 3 #6 Bar 2 10 T ]wrA=12v #2 BOr 6 O 11af -0003 ]9 #B Wr a IEA 0 112.0 IAo #9 Bar 1.136 #10 gar DUB Foath, IN =6 20070703,xmM 7Mf2014 XB Fsaft ICC 2M=70703AMW 2Y1912014 TSCA aN6 TSIM ..a Two wey B.ndi sha¢ R W at (11.12)```` OlalAk.M]O..BS.;dO>eW2..65.,B9-.OSl�. II 0•085 (10.2.7.3) MiAmond divisions is bend m 1112.12 and finalist 0 a \\\ 1 IIII (1135). 0 eA 0 lex.o Badkg Stul 80 1 9o.B k _ r. p.5u ey z ea z zlp.p .aa.-[ou 2e11•'2 J I2A ] 292.1 a .W. is1.1l.f.m a> 44.4W •faulOni •' 4 NO 241.0 w.a."� ° mrbl[;la _ + 0 aB ll^Y•I-u 6 ma 0 2110 1 2A if 0 18.0 0 2Ja6 •. 2 10.0 9f p4•]33.961pr rr"E.B chp3 Cor8 pkv DBYlpa andnf-Cane. B 21.4 j AO ] 913 _[le0sul2-Ir.¢e roui2}P7.1.41" B 94 a Sed wt. -y+,y (315).48 C3.3+51 8 we.4 Re,O e4ry °- F'41w._2 ml5iw. B 9 24.0. 9 2%.e 7 :"d4`u (3.3.5) 6 ass e 4-B Ueeiba"isr Of%e Min.d.cwerfrthedd¢ddesigodepth ss_ vu. a" N° a µ ) e2e B e3A Ly ...,l.: - a.,el r'4i- ,• -u - P11J2-4....,m1; cern - I'.pi2-e's1-sr o ne xsok 0919' SPOT Ftq Ste SPOT Ft9 Mind SPOT Pis thickness e:.U.W1a1au; Min Bmding(10.5.4) u,i.0.0018I AI a 1 0 Analyst 9s. Minimum 1 a0 a ..a o 111 1 36 1 xa 1 12.1 a z 4,1 z PA 2 lap " ;i, rrlA..r° nny,Ada.Aruai a 10 a 6P a I2A 3 on, = 44 -as u. 14.1 + •4 ¢1 in 2 10.0 4 Ao 5 1e.a fi za.a "tip,ay a 2 1A6 a ea f Ie.o a x2.e '.�' 3s.unr¢;..e1 n �" a.° -..n) ... 4 RA nso, 7 TA 2 22.0 T 244 5 . e 25 B 22A 2Re,O _ By I`I"- a Viii n M4 0 60 0 z4.0 2 28.0 .BSftprtl3lrvnr '1 a 7 43B 0 32A COAT.1sf9Sief COM. Ft9 Mind CONT.F19lhichow x...:•0604 .10.1.1 0 0 0 •eeJa;;+llinaa4...•7anmuT sl¢I".51¢I OY.') 9 z2 1 e.B p txo 1 36 1 0.0 1 12A .wp.kn:{r �n yo'Tn ma[L51¢I"SrnI OK'� 3 11 2 2.1 2 120 J Afi a e.0 a 72M p¢.. 4 40 a s.. 4 Io- .. . 4 112 ,n we. of 6 46 w 5 110 `a 6 laA_° -. J, n Asob� Loa4mAlas�y_•Ium;�120 ��.i y'a.J2 e h0 0 111 B ITA ° ° T 6fi T 14.0 T 10A I B 1. a 1e.0 B 200 �;;,I aa�5-1 rr,r•`"�w a;; 1, "+_ a ;�-ISO, na"email 9-.d 9 n.o 7-21-0 / DLB Fo A1A,1 C20062007070-1md 7=014 DLB Pisan, lBC'1006200707 safari IIMO14 BYUI Science Building - Page 112 of 187 i6BF FOOTiN6 SVMMARY 0 1 'SRYOK 2 '$veac 3 'SR9g 9 sktl 01C 5 sb90F 6 'Sktl OA^ 7 sw or B Y1V10M 9 'SIm10K 611awblLLwd Be, A M M #5 96 M M M nre. � e l 6m01b 9' 0 030 1 030 x 6m J 090 9 O.M. ase 6 679 7 0n a oae 0 6.m v 00 0 3.0 n 0 13.0 1 3.5 1 13.0 3 9.0 3 13.0 3 5.0 3 16.0 7 -ss 9 16A s 60 5 30.0 6 6.5 6 31.0 7 7.0 7 39.0 B 7.5 B 26.0 9 8.0 9 28.0 By #8 M #5 #6 M #8 M uw.. ar 1 0 1.,IF 0 026 1 0.26 3 0.30 3 0.91 9 0.96 5 0.50 6 0.55 7 0.0 B 0.65 9 0.70 BUB Fw0,1602M0 70 M.WW M9=19 T 26-0 Be, A M M #5 96 M M M nre. � e l 6m01b 9' 0 030 1 030 x 6m J 090 9 O.M. ase 6 679 7 0n a oae 0 6.m v 00 0 3.0 n 0 13.0 1 3.5 1 13.0 3 9.0 3 13.0 3 5.0 3 16.0 7 -ss 9 16A s 60 5 30.0 6 6.5 6 31.0 7 7.0 7 39.0 B 7.5 B 26.0 9 8.0 9 28.0 By #8 M #5 #6 M #8 M uw.. ar 1 0 1.,IF 0 026 1 0.26 3 0.30 3 0.91 9 0.96 5 0.50 6 0.55 7 0.0 B 0.65 9 0.70 BUB Fw0,1602M0 70 M.WW M9=19 NBegin Summary RAM Steel 14.06.02.00 DataBase: Science Building 7-26-14 Building Code: IBC STEEL BEAM DESIGN SUMMARY: Floor Type: Academic level 5 Hi BYUI Science Building - Page 113 of 187 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs ft kip -ft kip -ft kip -ft ksi Floor Type: Academic Level 4 Ro Bm # Length +Ma -Ma Mn Fy Beam Size Studs ft kip -ft kip -ft kip -ft ksi 214 13.83 21.0 0.0 102.9 50.0 W12X19 u 232 13.83 18.1 0.0 101.9 50.0 W12X19 u 369 43.83 133.1 0.0 558.3 50.0 W24X55 u 370 14.63 6.6 0.0 98.1 46.0 HSS12X4X1/4 u 493 13.83 42.9 0.0 102.9 50.0 W12X19 u 494 19.71 31.6 0.0 102.9 50.0 W12X19 u 495 9.29 15.9 0.0 102.9 50.0 W12X19 u 499 43.17 131.5 0.0 458.3 50.0 W21X50 u 500 8.17 17.7 0.0 102.9 50.0 W12X19 u 501 8.17 13.5 0.0 102.9 50.0 W12X19 u 668 17.42 59.1 0.0 225.0 50.0 W16X31 u 673 10.71 26.1 0.0 52.1 50.0 W10X12 674 8.28 19.0 0.0 36.5 50.0 W8X10 683 30.42 301.1 0.0 833.3 50.0 W24X76 u 684 15.08 79.0 0.0 277.1 50.0 W18X35 u 687 32.75 56.7 0.0 277.1 50.0 W18X35 u 689 43.83 60.3 0.0 397.5 50.0 W21X44 u 797 12.67 53.9 0.0 138.3 50.0 W14X22 u Floor Type: Academic Level 3 Up Bm # Length +Ma -Ma Mn Fy Beam Size Studs It kip -ft kip -ft kip -ft ksi 3 22.94 124.1 0.0 417.3 50.0 W 18X40 u 13 41 42.20 143.9 0.0 557.1 50.0 W 18X50 u 16 60 11.92 87.7 0.0 673.9 50.0 W24X55 u 17 63 15.67 159.7 0.0 714.5 50.0 W24X55 u 14 82 13.83 37.8 0.0 158.1 50.0 W12X19 u 15 84 38.42 661.8 0.0 1375.4 50.0 W27X94 u 18 89 21.03 245.0 0.0 671.4 50.0 W24X55 u 12 90 18.97 168.3 0.0 693.6 50.0 W24X55 u 13 95 21.33 200.8 0.0 694.1 50.0 W24X55 u 14 98 20.67 172.4 0.0 713.0 50.0 W24X55 u 15 99 32.33 441.4 0.0 1014.5 50.0 W24X76 u 20 106 26.25 423.2 0.0 812.1 50.0 W24X62 u 18 107 12.83 78.8 0.0 630.7 50.0 W24X55 u 12 108 26.08 221.0 0.0 750.3 50.0 W24X55 u 18 BYUI Science Building - Page 114 of 187 Beam Summary RAM Steel 14.06.02.00 Page 2/14 DataBase: Science Building 7-26-14 07/29/1417:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 109 24.50 83.9 0.0 331.2 46.0 HSS18X6X3/8 u 115 21.42 156.3 0.0 550.5 50.0 W21X44 u 18 116 24.50 183.4 0.0 566.1 50.0 W21X44 u 20 121 11.83 49.4 0.0 365.1 50.0 W18X35 u 11 122 11.83 95.6 0.0 673.9 50.0 W24X55 u 12 123 32.58 580.0 0.0 1238.1 50.0 W27X84 u 18 127 21.42 238.2 0.0 734.9 50.0 W24X55 u 20 144 21.42 250.6 0.0 690.9 50.0 W24X55 u 14 161 32.58 340.8 0.0 752.0 50.0 W24X55 u 18 199 12.06 1.3 0.0 151.7 50.0 W 12X22 u 4 339 26.08 206.2 0.0 551.8 50.0 W21X44 u 16 340 6.83 0.0 -248.2 29.42 425.7 -248.2 1281.4 50.0 W27X84 u 33 341 6.83 0.0 -147.7 22.25 175.1 -147.7 674.2 50.0 W24X55 u 16 347 15.67 98.9 0.0 673.1 50.0 W24X55 u 10 348 24.50 197.1 0.0 694.7 50.0 W24X55 u 20 350 6.83 0.0 -139.4 29.42 245.9 -139.3 751.2 50.0 W24X55 u 22 355 26.08 355.1 0.0 852.3 50.0 W24X62 u 32 356 24.50 317.0 0.0 771.4 50.0 W24X55 u 30 363 18.50 206.1 0.0 734.1 50.0 W24X55 u 16 430 13.83 12.2 0.0 34.3 50.0 W12X19 u 433 38.74 67.5 0.0 549.5 50.0 W18X50 u 19 447 23.32 34.8 0.0 417.2 50.0 W 18X40 u 12 514 32.75 140.4 0.0 692.0 50.0 W24X55 u 14 515 43.17 217.3 0.0 789.9 50.0 W24X62 u 14 536 43.17 240.1 0.0 748.6 50.0 W24X55 u 20 539 18.67 29.9 0.0 291.5 50.0 W16X31 u 10 540 8.17 0.6 0.0 165.5 50.0 W 12X22 u 7 543 43.17 257.9 0.0 744.3 50.0 W24X55 u 20 544 43.17 317.6 0.0 782.3 50.0 W24X55 u 26 548 13.58 40.4 0.0 215.1 50.0 W14X26 u 8 549 13.58 24.1 0.0 146.4 50.0 W12X19 u 8 573 38.08 100.8 0.0 555.6 50.0 W18X50 u 18 574 41.61 119.9 0.0 666.8 50.0 W18X65 u 14 575 39.54 182.4 0.0 571.8 50.0 W18X50 u 20 576 22.08 74.3 0.0 420.4 50.0 W18X35 u 18 577 22.25 65.6 0.0 408.4 50.0 W18X35 u 18 582 13.83 26.3 0.0 102.9 50.0 W12X19 u 583 19.71 34.6 0.0 167.7 50.0 W12X19 u 12 585 9.29 0.8 0.0 146.0 50.0 W12X19 u 8 657 12.08 13.2 0.0 225.0 50.0 W 16X31 u 658 14.63 113.8 0.0 672.9 50.0 W24X55 u 12 678 13.84 27.5 0.0 72.1 46.0 HSS8X4X3/8 u BYUI Science Building - Page 115 of 187 Beam Summary eIA��u RAM Steel 14.06.02.00 Page 3/14 ILMIII DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 679 12.08 23.2 0.0 72.1 46.0 HSS8X4X3/8 u 680 43.83 259.4 0.0 828.3 50.0 W24X62 u 18 681 44.42 304.3 0.0 802.7 50.0 W24X55 u 25 682 19.00 168.7 0.0 693.6 50.0 W24X55 u 12 683 20.67 172.4 0.0 713.0 50.0 W24X55 u 15 684 22.25 291.2 0.0 770.7 50.0 W24X55 u 22 685 12.67 104.4 0.0 694.1 50.0 W24X55 u 15 686 44.42 253.5 0.0 711.4 50.0 W24X55 u 16 687 11.08 17.5 0.0 146.0 50.0 W12X19 u 7 688 11.08 22.4 0.0 146.0 50.0 W12X19 u 7 695 32.75 134.5 0.0 433.0 50.0 W18X35 u 20 703 32.75 147.8 0.0 433.0 50.0 W18X35 u 20 704 43.17 254.0 0.0 817.0 50.0 W24X55 u 26 705 32.75 178.1 0.0 433.8 50.0 W18X35 u 20 706 32.75 178.3 0.0 433.8 50.0 W18X35 u 20 707 43.17 298.0 0.0 818.5 50.0 W24X55 u 26 708 43.17 298.2 0.0 818.5 50.0 W24X55 u 26 713 32.75 115.8 0.0 431.9 50.0 W18X35 u 20 719 43.17 456.2 0.0 1379.8 50.0 W27X84 u 65 722 43.17 287.5 0.0 817.3 50.0 W24X55 u 28 724 32.75 154.1 0.0 433.5 50.0 W18X35 u 20 725 32.75 160.0 0.0 433.5 50.0 W18X35 u 20 734 13.83 23.7 0.0 168.6 50.0 W12X19 u 10 735 23.50 68.5 0.0 220.3 50.0 W14X22 u 12 737 32.75 162.4 0.0 433.5 50.0 W18X35 u 20 738 32.75 183.2 0.0 433.8 50.0 W18X35 u 20 739 32.75 139.3 0.0 433.2 50.0 W18X35 u 20 757 40.82 221.8 0.0 706.5 50.0 W18X60 u 26 760 43.83 262.8 0.0 801.7 50.0 W24X55 u 24 776 43.83 265.2 0.0 801.3 50.0 W24X55 u 24 777 43.83 298.1 0.0 802.6 50.0 W24X55 u 24 778 43.83 261.3 0.0 730.8 50.0 W24X55 u 16 783 43.83 226.1 0.0 767.6 50.0 W24X55 u 22 785 42.52 271.0 0.0 802.4 50.0 W24X55 u 25 786 33.33 167.1 0.0 421.5 50.0 W18X35 u 20 787 10.29 12.0 0.0 156.8 50.0 W12X19 u 10 789 43.17 237.7 0.0 816.4 50.0 W24X55 u 26 790 43.83 298.4 0.0 802.6 50.0 W24X55 u 24 792 11.08 58.8 0.0 651.7 50.0 W24X55 u 8 793 25.08 255.2 0.0 753.1 50.0 W24X55 u 24 794 6.75 12.7 0.0 36.5 50.0 W8X10 796 32.75 143.9 0.0 433.0 50.0 W18X35 u 20 801 32.75 116.6 0.0 431.9 50.0 W18X35 u 20 802 32.75 169.6 0.0 433.8 50.0 W18X35 u 20 803 32.75 154.1 0.0 433.7 50.0 W18X35 u 20 BYUI Science Building - Page 116 of 187 Beam Summary RAM Steel 14.06.02.00 Page 4/14 DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 804 32.75 157.0 0.0 433.8 50.0 W18X35 u 20 805 32.75 144.0 0.0 422.0 50.0 W18X35 u 20 806 32.75 147.2 0.0 433.5 50.0 W18X35 u 20 807 32.75 160.8 0.0 433.8 50.0 W18X35 u 20 808 32.75 160.8 0.0 433.8 50.0 W18X35 u 20 809 32.75 152.9 0.0 422.3 50.0 W18X35 u 20 810 32.75 152.2 0.0 433.7 50.0 W18X35 u 20 812 32.75 136.2 0.0 433.0 50.0 W18X35 u 20 813 32.75 136.2 0.0 433.0 50.0 W18X35 u 20 814 32.75 138.4 0.0 433.2 50.0 W18X35 u 20 . 815 32.75 138.4 0.0 433.2 50.0 W18X35 u 20 816 43.17 239.4 0.0 785.1 50.0 W24X55 u 22 817 43.17 255.6 0.0 817.1 50.0 W24X55 u 26 818 43.17 223.0 0.0 815.7 50.0 W24X55 u 26 819 43.17 184.1 0.0 766.3 50.0 W24X55 u 20 820 43.17 269.0 0.0 817.6 50.0 W24X55 u 26 821 43.17 262.7 0.0 817.4 50.0 W24X55 u 26 822 43.17 257.1 0.0 817.2 50.0 W24X55 u 26 823 43.17 255.6 0.0 817.1 50.0 W24X55 u 26 824 43.17 253.4 0.0 817.0 50.0 W24X55 u 26 825 43.17 268.6 0.0 817.6 50.0 W24X55 u 26 826 43.17 268.6 0.0 817.6 50.0 W24X55 u 26 827 43.17 245.5 0.0 816.7 50.0 W24X55 u 26 828 44.42 253.5 0.0 710.8 50.0 W24X55 u 15 829 44.42 310.3 0.0 767.3 50.0 W24X55 u 20 830 44.42 310.6 0.0 767.6 50.0 W24X55 u 20 831 44.42 310.8 0.0 784.6 50.0 W24X55 u 22 832 44.42 192.8 0.0 731.2 50.0 W24X55 u 16 833 44.42 275.4 0.0 801.9 50.0 W24X55 u 24 834 44.42 257.5 0.0 801.3 50.0 W24X55 u 24 835 44.42 278.4 0.0 801.9 50.0 W24X55 u 24 836 44.42 295.4 0.0 802.4 50.0 W24X55 u 24 839 44.42 259.7 0.0 801.4 50.0 W24X55 u 24 840 44.42 259.7 0.0 801.4 50.0 W24X55 u 24 842 43.83 237.2 0.0 784.8 50.0 W24X55 u 22 843 43.83 288.6 0.0 802.4 50.0 W24X55 u 24 844 43.83 288.9 0.0 802.4 50.0 W24X55 u 24 845 43.83 236.4 0.0 784.7 50.0 W24X55 u 22 846 43.83 237.6 0.0 784.8 50.0 W24X55 u 22 847 43.83 184.6 0.0 731.1 50.0 W24X55 u 16 848 43.83 231.2 0.0 866.1 50.0 W24X55 u 36 849 43.83 231.5 0.0 444.1 50.0 W16X31 51 850 19.52 38.5 0.0 90.0 50.0 W10X12 6 851 15.15 23.2 0.0 69.0 50.0 W8X10 6 852 43.83 226.6 0.0 767.7 50.0 W24X55 u 20 BYUI Science Building - Page 117 of 187 Beam Summary UN RAM Steel 14.06.02.00 DataBase: Science Building 7-26-1, Building Code: IBC Bm # Length +Ma -Ma 853 43.83 226.2 0.0 854 44.42 255.4 0.0 855 44.42 255.4 0.0 856 44.42 255.4 0.0 858 39.44 164.9 0.0 860 9.60 5.3 -0.4 861 9.60 4.0 0.0 862 8.00 5.6 -8.8 4.50 0.0 -8.8 863 8.00 4.1 -8.2 4.50 0.0 -8.2 864 10.00 3.4 0.0 865 10.00 3.4 0.0 866 6.08 1.2 -0.7 1.00 0.0 -0.7 867 4.50 0.7 0.0 870 9.14 3.8 0.0 871 7.03 3.6 0.0 872 3.75 0.0 -6.6 8.00 4.1 -6.6 873 3.75 0.0 -5.0 8.00 5.3 -5.0 874 6.08 1.2 0.0 875 6.67 1.5 0.0 876 6.67 1.5 -0.6 1.00 0.0 -0.6 877 3.75 0.5 0.0 878 43.17 255.4 0.0 879 43.17 261.5 0.0 880 9.83 0.9 0.0 881 9.83 0.9 0.0 882 43.17 211.4 0.0 883 43.17 226.4 0.0 884 43.17 227.2 0.0 885 32.75 152.2 0.0 886 32.75 152.2 0.0 887 32.75 152.2 0.0 888 9.60 4.6 -0.6 889 8.00 5.6 -12.1 4.50 0.0 -12.1 890 8.00 5.3 -9.8 4.50 0.5 -9.8 891 7.00 3.6 0.0 892 7.00 3.4 0.0 893 3.75 0.4 -6.7 Page 5/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Mn Fy Beam Size Studs 767.7 50.0 W24X55 u 20 801.2 50.0 W24X55 u 24 801.2 50.0 W24X55 u 24 801.2 50.0 W24X55 u 24 473.8 50.0 W 18X40 u 20 99.4 50.0 W12X19 u 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 7.3 36.0 MC6X6.5 7.3 36.0 MC6X6.5 6.3 36.0 C4X5.4 6.9 36.0 C4X5.4 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 6.3 36.0 C4X5.4 6.1 36.0 C4X5.4 6.1 36.0 C4X5.4 6.9 36.0 C4X5.4 691.9 50.0 W24X55 u 14 692.1 50.0 W24X55 u 14 104.4 50.0 W10X15 u 6 104.7 50.0 W10X15 u 6 767.4 50.0 W24X55 u 20 784.6 50.0 W24X55 u 22 784.7 50.0 W24X55 u 23 409.9 50.0 W18X35 u 16 409.9 50.0 W18X35 u 16 409.9 50.0 W18X35 u 16 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 102.9 50.0 W12X19 u 68.5 50.0 W8X10 7 68.5 50.0 W8X10 8 Beam Summary Floor Type: Academic Level 2 Ma BYUI Science Building -Page 118 of 187 Page 6/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Mn Fy Beam Size Studs 68.2 50.0 W8X10 7 68.2 50.0 W8X10 6 Bm # RAM Steel 14.06. +Ma RAMA Buil DataBase: Science Building 7-26-14 Beam Size Building Code: IBC ft Bm # Length +Ma -Ma 8.00 4.3 -6.7 894 3.75 0.0 -6.5 8.00 4.1 -6.5 Floor Type: Academic Level 2 Ma BYUI Science Building -Page 118 of 187 Page 6/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Mn Fy Beam Size Studs 68.2 50.0 W8X10 7 68.2 50.0 W8X10 6 Bm # Length +Ma -Ma Mn Fy Beam Size Studs ft kip -ft kip -ft kip -ft ksi 18 26.25 554.1 0.0 1054.0 50.0 W24X76 u 30 19 12.83 172.9 0.0 694.2 50.0 W24X55 u 16 22 11.83 111.1 0.0 673.9 50.0 W24X55 u 22 23 32.58 763.2 0.0 1423.2 50.0 W27X94 u 24 24 11.92 113.5 0.0 673.9 50.0 W24X55 u 18 25 21.83 313.6 0.0 753.2 50.0 W24X55 u 24 63 24.78 389.9 0.0 771.5 50.0 W24X55 u 25 68 18.50 259.9 0.0 734.1 50.0 W24X55 u 16 194 22.25 423.9 0.0 903.0 50.0 W24X68 u 20 195 29.42 611.7 0.0 1283.4 50.0 W27X94 u 14 377 15.67 76.7 0.0 292.8 50.0 W16X31 u 14 438 13.83 31.0 0.0 156.9 50.0 W12X19 u 13 439 20.29 43.1 0.0 157.5 50.0 W12X19 u 11 440 9.29 0.9 0.0 146.0 50.0 W12X19 u 7 441 13.83 0.0 0.0 102.9 50.0 W12X19 u 445 43.17 370.9 -51.5 946.0 50.0 W24X62 u 33 507 8.39 1.9 0.0 225.0 50.0 W 16X31 u 549 11.08 26.8 0.0 146.0 50.0 W12X19 u 6 550 11.08 20.2 0.0 146.0 50.0 W12X19 u 6 687 13.84 29.2 0.0 61.7 46.0 HSS8X4X5/16 u 691 45.17 299.4 0.0 711.4 50.0 W24X55 u 16 712 22.25 294.5 0.0 770.7 50.0 W24X55 u 22 713 12.67 115.2 0.0 694.1 50.0 W24X55 u 15 714 43.17 252.7 0.0 743.3 50.0 W24X55 u 20 715 43.17 263.7 0.0 744.7 50.0 W24X55 u 20 716 13.08 43.1 0.0 249.6 50.0 W 16X26 u 10 717 13.08 16.8 0.0 146.3 50.0 W12X19 u 7 718 43.17 214.8 0.0 743.3 50.0 W24X55 u 20 719 43.17 260.4 0.0 745.8 50.0 W24X55 u 20 720 8.75 0.4 0.0 104.1 50.0 WIOX15 u 6 721 8.75 0.4 0.0 104.1 50.0 WIOX15 u 6 722 33.50 248.2 -2.1 610.0 50.0 W21X44 u 26 723 6.08 0.0 -32.4 9.58 19.7 -32.4 237.5 50.0 W 12X40 u 724 6.08 0.0 -33.0 12.00 6.6 -33.0 237.5 50.0 W 12X40 u 744 6.08 2.3 0.0 47.7 36.0 C10X15.3 u 748 38.93 290.3 0.0 817.2 50.0 W24X55 u 26 Beam Summary RAM Steel 14.06.02.00 1[l�111 DataBase: Science Building 7-26-14 Building Code: IBC Bm # 752 762 763 764 765 774 776 790 795 796 797 798 799 800 801 802 804 818 819 820 821 830 834 839 840 841 842 843 Length 31.56 32.75 43.17 33.50 43.17 33.50 33.50 32.75 8.83 23.50 43.17 8.75 8.75 5.75 5.75 43.83 45.17 0.58 0.58 0.75 0.75 26.00 35.24 44.42 45.17 45.17 45.17 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 6.08 12.00 +Ma -Ma 166.7 0.0 205.5 0.0 387.3 0.0 236.1 0.0 379.0 0.0 189.0 0.0 192.2 0.0 175.9 0.0 10.7 0.0 75.9 0.0 218.5 0.0 2.9 0.0 2.9 0.0 1.6 0.0 0.6 0.0 310.7 0.0 346.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.0 172.0 0.0 214.0 0.0 373.5 0.0 363.5 0.0 364.3 0.0 365.3 0.0 0.0 -22.3 13.2 -22.3 0.0 -23.2 10.9 -23.2 0.0 -24.8 10.9 -24.8 0.0 -48.8 10.9 -48.8 0.0 -56.7 10.9 -56.7 0.0 -56.7 10.9 -56.7 0.0 -49.6 9.5 -49.6 0.0 -49.6 3.9 -49.6 0.0 -55.3 9.0 -55.3 Mn 421.9 433.8 832.9 488.0 832.7 419.8 421.7 433.5 157.0 288.4 766.7 104.1 104.1 92.3 92.2 832.3 818.0 36.5 36.5 36.5 36.5 516.2 476.0 818.9 833.3 833.3 818.4 Fy 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 237.5 50.0 BYUI Science Building - Page 119 of 187 Page 7/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Beam Size W18X35 u W18X35 u W24X55 u W 18X40 u W24X55 u W18X35 u W18X35 u W18X35 u W12X19 u W 16X26 u W24X55 u WIOX15 u WIOX15 u WIOX15 u WIOX15 u W24X55 u W24X55 u W8X10 W8X10 W8X10 W8X10 W21X44 u W18X40 u W24X55 u W24X55 u W24X55 u W24X55 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u W 12X40 u Studs 18 20 28 20 28 20 20 20 8 14 20 7 7 5 5 28 28 13 18 26 28 28 28 Beam Summary BYUI Scienoe Building - Page 120 of 187 r�� RAM Steel 14.06.02.00 Page 8/14 GIM DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 852 6.08 0.0 -54.4 12.00 9.8 -54.4 237.5 50.0 W12X40 u 853 6.08 0.0 -54.4 12.00 9.8 -54.4 237.5 50.0 W12X40 u 854 6.08 0.0 -54.4 12.00 9.8 -54.4 237.5 50.0 W12X40 u 855 6.08 0.0 -54.4 12.00 9.8 -54.4 237.5 50.0 W12X40 u 856 6.08 0.0 -54.4 12.00 9.8 -54.4 237.5 50.0 W12X40 u 857 6.08 0.0 -47.3 12.00 9.8 -47.3 237.5 50.0 W12X40 u 858 6.08 0.0 -36.9 12.00 9.8 -36.9 237.5 50.0 W12X40 u 859 6.08 0.0 -36.8 12.00 9.8 -36.8 237.5 50.0 W12X40 u 860 6.08 0.0 -29.9 12.00 8.0 -29.9 237.5 50.0 W12X40 u 861 6.08 0.0 -24.9 12.00 4.4 -24.9 237.5 50.0 W12X40 u 869 2.92 1.1 0.0 6.9 36.0 C4X5.4 870 2.50 0.8 0.0 6.9 36.0 C4X5.4 871 4.00 2.0 0.0 6.9 36.0 C4X5.4 872 4.00 2.0 0.0 6.9 36.0 C4X5.4 873 4.00 2.0 0.0 6.9 36.0 C4X5.4 874 4.00 3.4 0.0 6.9 36.0 C4X5.4 875 4.00 3.4 0.0 6.9 36.0 C4X5.4 876 4.00 3.4 0.0 6.9 36.0 C4X5.4 877 4.00 3.4 0.0 6.9 36.0 C4X5.4 878 4.00 3.4 0.0 6.9 36.0 C4X5.4 879 4.00 3.4 0.0 6.9 36.0 C4X5.4 880 4.00 3.5 0.0 6.9 36.0 C4X5.4 881 3.00 1.9 0.0 6.9 36.0 C4X5.4 882 4.00 3.5 0.0 6.9 36.0 C4X5.4 883 4.00 3.5 0.0 6.9 36.0 C4X5.4 884 4.00 3.5 0.0 6.9 36.0 C4X5.4 885 4.00 1.3 0.0 6.9 36.0 C4X5.4 886 4.00 0.7 0.0 6.9 36.0 C4X5.4 887 4.00 0.7 0.0 6.9 36.0 C4X5.4 888 4.00 0.4 -3.3 12.7 36.0 MC10X6.5 1.75 0.0 -3.3 889 32.75 164.7 0.0 433.0 50.0 W18X35 u 20 890 33.50 200.8 0.0 475.9 50.0 W18X40 u 20 891 33.50 139.8 0.0 420.8 50.0 W18X35 u 20 892 32.75 153.8 0.0 432.9 50.0 W18X35 u 20 BYUI Science Building - Page 121 of W Beam Summary RAM Steel 14.06.02.00 Page 9/14 DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 893 32.75 154.3 0.0 433.0 50.0 W18X35 u 20 897 33.50 166.0 0.0 433.2 50.0 W18X35 u 20 898 43.17 375.6 0.0 832.6 50.0 W24X55 u 28 899 43.17 395.5 0.0 931.2 50.0 W24X62 u 30 900 43.17 355.7 0.0 832.1 50.0 W24X55 u 28 901 43.17 355.7 0.0 832.1 50.0 W24X55 u 28 902 43.17 325.0 0.0 831.0 50.0 W24X55 u 28 903 43.17 293.4 0.0 829.7 50.0 W24X55 u 28 904 43.17 347.1 0.0 831.8 50.0 W24X55 u 28 906 43.17 302.7 0.0 830.1 50.0 W24X55 u 28 907 43.17 285.7 0.0 829.3 50.0 W24X55 u 28 919 23.07 93.3 0.0 343.8 50.0 W16X31 u 16 920 24.16 96.1 0.0 343.9 50.0 W16X31 u 16 926 44.42 364.6 0.0 803.0 50.0 W24X55 u 24 927 44.42 333.0 0.0 802.4 50.0 W24X55 u 24 932 45.17 303.3 0.0 801.4 50.0 W24X55 u 24 933 45.17 303.8 0.0 801.4 50.0 W24X55 u 24 934 33.50 164.8 0.0 421.8 50.0 W18X35 u 20 935 33.50 164.9 0.0 433.2 50.0 W18X35 u 20 937 33.50 155.1 0.0 432.7 50.0 W18X35 u 20 938 33.50 155.1 0.0 432.7 50.0 W18X35 u 20 939 33.50 196.5 0.0 433.9 50.0 W18X35 u 20 940 33.50 195.9 0.0 433.9 50.0 W18X35 u 20 941 43.17 195.4 0.0 765.6 50.0 W24X55 u 20 943 36.14 256.1 0.0 582.9 50.0 W21X44 u 22 944 32.97 216.3 0.0 596.6 50.0 W21X44 u 22 945 37.53 259.5 0.0 596.4 50.0 W21X44 u 22 946 34.55 248.3 0.0 597.0 50.0 W21X44 u 22 947 22.25 104.9 0.0 343.8 50.0 W16X31 u 16 948 29.10 134.2 0.0 421.7 50.0 W18X35 u 18 949 25.25 101.9 0.0 344.4 50.0 W16X31 u 16 951 27.61 120.0 0.0 421.5 50.0 W18X35 u 18 952 26.44 98.5 0.0 344.6 50.0 W16X31 u 16 953 30.33 133.9 0.0 421.6 50.0 W18X35 u 18 954 23.75 102.8 0.0 332.9 50.0 W16X31 u 16 955 22.14 108.6 0.0 343.8 50.0 W16X31 u 16 956 23.61 72.0 0.0 343.5 50.0 W16X31 u 16 959 20.27 47.8 0.0 134.1 50.0 W10X12 19 960 15.15 26.7 0.0 69.0 50.0 W8X10 6 964 43.55 335.5 0.0 816.6 50.0 W24X55 u 26 965 44.74 312.2 0.0 800.1 50.0 W24X55 u 24 966 42.01 349.1 0.0 817.6 50.0 W24X55 u 26 967 40.47 325.6 0.0 817.6 50.0 W24X55 u 26 971 46.16 376.7 0.0 816.7 50.0 W24X55 u 26 974 44.93 346.5 0.0 801.0 50.0 W24X55 u 24 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. Beam Summary BYUI Science Building - Page 122 of 187 - F�� RAM Steel 14.06.02.00 Page 10/14 GIM DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn Fy Beam Size Studs 975 43.70 293.6 0.0 766.8 50.0 W24X55 u 22 976 45.17 272.5 0.0 784.4 50.0 W24X55 u 22 977 45.17 272.0 0.0 784.4 50.0 W24X55 u 22 980 45.17 310.1 0.0 801.6 50.0 W24X55 u 24 981 45.17 343.9 0.0 802.4 50.0 W24X55 u 24 984 45.17 379.6 0.0 803.1 50.0 W24X55 u 24 985 45.17 381.0 0.0 803.1 50.0 W24X55 u 24 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. BYUI Science Building - Page 123 of 187 Beam Summary RAM Steel 14.06.02.00 DataBase: Science Building 7-26-14 Building Code: IBC JOIST SELECTION SUMMARY: Floor Type: Academic level 5 Hi Standard Joists: Length +M -M Joist Size Joist # Length WDL WLL WTL Joist 18 24.95 180.0 240.0 420.0 20LH04 19 26.01 180.0 240.0 420.0 20LH04 20 27.06 180.0 240.0 420.0 201,1104 21 28.12 179.7 239.7 419.4 201,1-104 22 29.18 180.0 240.0 420.0 20LH05 23 30.24 183.1 244.1 427.2 20LH05 24 31.30 180.0 240.0 420.0 20LH06 25 32.35 180.0 240.0 420.0 20LH06 26 33.41 180.0 240.0 420.0 201,1108 27 34.47 180.0 240.0 420.0 20LH08 28 35.53 180.0 240.0 420.0 201,1-109 29 36.59 168.6 224.9 393.5 20LH09 30 37.51 154.0 205.4 359.4 201,1-109 149 22.64 180.0 240.0 420.0 20LH04 150 24.25 180.0 240.0 420.0 201,1104 151 25.86 180.0 240.0 420.0 20LH04 152 27.47 180.0 240.0 420.0 20LH04 153 29.07 180.0 240.0 420.0 20LH04 154 30.68 180.0 240.0 420.0 20LH06 155 32.29 180.0 240.0 420.0 20LH06 156 33.90 180.0 240.0 420.0 20LH09 157 35.50 180.0 240.0 420.0 20LH09 Special Joists: Joist # Length +M -M Joist Size 17 23.89 23.2 0.0 XXGSP 148 30.31 31.7 0.0 XXGSP 158 32.25 47.2 0.0 XXGSP Floor Type: Academic Level 4 Ro Standard Joists: Joist # Length 699 24.12 769 43.17 799 32.75 836 32.75 837 32.75 838 32.75 839 10.39 WDL WLL WTL Joist 207.5 276.7 484.2 181,1103 132.5 176.7 309.2 32LH06 190.0 253.3 443.3 24LH05 160.5 214.0 374.5 24LH06 160.5 214.0 374.5 24LH04 160.8 214.3 375.1 24LH06 122.5 163.3 285.8 1OK1 Page 11/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD u U u u u U U u u U U U u u u U U U u u u U u u u u u u 1111111 RAM DataBase: Building Steel 14.06.02.00 Science Building Code: IBC 7-26-14 Beam Summary BYUI Science Building Steel - Page 124 of 187 Page 12/14 07/29/14 17:15:25 Code: AISC 360-10 ASD Joist Al Length WDL WLL WTL Joist 840 24.50 122.5 167.7 291.9 18LH03SP u 842 9.00 139.4 185.8 325.2 10KI 856 43.83 170.0 226.7 396.7 321,1108 u 857 43.83 170.0 226.7 396.7 32LH09 u 858 43.83 170.0 226.7 396.7 321,1109 u 859 43.83 170.0 226.7 396.7 32LH09 u 860 43.83 170.0 226.7 396.7 32LH09 u E 861 43.83 170.0 226.7 396.7 32LH08 u 864 44.42 172.5 243.0 415.5 ' 32LH09 u j 865 44.42 172.5 230.0 402.5 32LH08 u 866 44.42 172.5 230.0 402.5 32LH08 u 867 44.42 172.5 230.0 402.5 32LH09 u ! 868 44.42 169.8 226.4 396.2 32LH09 u 869 44.94 167.5 223.3 390.8 32LH08 u 870 43.95 167.5 223.3 390.8 32LH08 u i 871 42.97 167.5 223.6 391.1 32LH08 u 872 41.98 167.5 231.8 408.5 32LH08SP u 874 40.01 166.2 458.1 633.6 28LH09SP 889 22.43 150.0 465.4 625.1 18LH04SP 890 21.91 150.0 399.1 549.1 18LH03 u 891 21.95 150.0 431.8 583.6 18LH03SP u 893 32.75 177.5 236.7 414.2 24LH04 u 894 32.75 177.5 236.7 414.2 24LH04 u 895 32.75 177.5 236.7 414.2 24LH04 u 896 32.75 175.0 233.3 408.3 24LH04 u 897 32.75 170.0 226.7 396.8 24LH04 u 898 43.17 172.5 233.9 414.2 32LH08SP U 899 43.17 177.5 236.7 414.2 32LH08 u i 900 43.17 177.5 236.7 414.2 32LH08 u 901 43.17 131.2 175.0 306.2 32LH06 u 903 32.75 167.5 223.3 390.8 24LH04 u 904 32.75 167.5 223.4 390.9 24LH04 u 909 32.75 170.4 219.8 396.9 24LH06SP u 910 32.75 167.5 223.3 390.7 24LH04 u 926 38.75 182.5 243.3 425.8 28LH07 u 927 38.75 155.0 206.7 361.7 28LH07 u 928 38.75 178.8 238.3 417.1 28LH07 u 929 38.75 178.8 238.3 417.1 28LH07 u 932 38.75 180.0 240.0 420.0 28LH07 u 933 38.75 187.5 250.0 437.5 28LH07 u Beam Summary RAM Steel 14.06.02.00 1[1111 DataBase: Science Building 7-26-14 Building Code: IBC BYUI Science Building - Page 125 of 187 Page 13/14 07/29/14 17:15:25 Steel Code: AISC 360-10 ASD Joist # Length WDL WLL WTL Joist 934 38.75 170.0 344.3 514.3 281,1107 935 38.75 170.0 309.0 479.0 28LH07 936 38.75 157.5 210.0 367.5 28LH07 937 38.75 165.0 220.0 385.0 28LH07 938 38.75 165.0 220.0 385.0 28LH07 939 38.75 168.7 225.0 393.7 28LH07 940 43.83 185.0 246.7 431.7 32LH09 941 43.83 185.0 246.7 431.7 32LH09 942 43.83 185.0 246.7 431.7 32LH08 943 43.83 185.0 246.7 431.7 , 32LH08 944 43.83 198.0 253.3 452.4 32LH08SP 958 40.14 162.6 413.4 580.8 28LH09SP 959 28.03 138.5 435.8 604.8 20LH06SP Special Joists: Joist # Length +M -M Joist Size 726 44.42 70.7 0.0 XXGSP 800 43.17 107.4 0.0 XXGSP 823 75.92 326.0 0.0 XXGSP 824 75.92 326.0 0.0 XXGSP 825 75.92 326.0 0.0 XXGSP 826 75.92 326.0 0.0 XXGSP 827 75.92 393.5 0.0 XXGSP 828 75.92 397.4 0.0 XXGSP 829 75.92 326.0 0.0 XXGSP 830 75.92 326.0 0.0 XXGSP 831 75.92 326.0 0.0 XXGSP 832 75.92 332.7 0.0 XXGSP 841 43.17 78.8 0.0 XXGSP 862 44.42 102.6 0.0 XXGSP 863 44.42 101.6 0.0 XXGSP 873 41.00 101.4 0.0 XXGSP 875 29.12 56.5 0.0 XXGSP 876 44.42 113.0 0.0 XXGSP 877 44.42 102.4 0.0 XXGSP 878 44.42 116.7 0.0 XXGSP 879 44.42 116.7 0.0 XXGSP 880 44.42 116.4 0.0 XXGSP 881 44.42 109.8 0.0 XXGSP 882 44.42 109.8 0.0 XXGSP 883 44.42 109.8 0.0 XXGSP 884 44.42 109.8 0.0 XXGSP 885 44.42 95.0 0.0 XXGSP 886 44.42 95.0 0.0 XXGSP 887 44.42 95.0 0.0 XXGSP U u u u u u u u Beam Summary BYUI Science Building - Page 126 of 187 RAM Steel 14.06.02.00 Page 14/14 DataBase: Science Building 7-26-14 07/29/14 17:15:25 Building Code: IBC Steel Code: AISC 360-10 ASD Joist # Length +M -M Joist Size 888 44.42 95.9 0.0 XXGSP 892 22.83 33.9 0.0 XXGSP 902 32.75 80.2 0.0 XXGSP 905 43.17 95.2 0.0 XXGSP 906 43.17 93.7 0.0 XXGSP 907 32.75 90.4 0.0 XXGSP 908 32.75 90.4 0.0 XXGSP 911 43.17 109.0 0.0 XXGSP 912 43.17 109.0 0.0 XXGSP 913 43.17 93.1 0.0 XXGSP 914 43.17 94.1 0.0 XXGSP 915 37.17 80.1 0.0 XXGSP 916 37.17 80.1 0.0 XXGSP 917 37.17 80.1 0.0 XXGSP 918 37.17 80.1 0.0 XXGSP 919 37.17 92.2 0.0 XXGSP 920 37.17 85.9 0.0 XXGSP 921 37.17 67.4 0.0 XXGSP 922 37.17 67.4 0.0 XXGSP 923 37.17 66.7 0.0 XXGSP 924 37.17 59.7 0.0 XXGSP 925 37.17 51.7 0.0 XXGSP 945 43.83 137.0 0.0 XXGSP 946 43.83 106.4 0.0 XXGSP 947 43.83 107.9 0.0 XXGSP 948 43.83 76.1 0.0 XXGSP 949 43.83 110.7 0.0 XXGSP 950 43.83 110.7 0.0 XXGSP 951 43.83 110.7 0.0 XXGSP 952 43.83 110.7 0.0 XXGSP 953 43.83 110.7 0.0 XXGSP 954 36.52 60.1 0.0 XXGSP 955 36.52 50.0 0.0 XXGSP 956 35.60 66.5 0.0 XXGSP 957 15.90 13.5 0.0 XXGSP * after Size denotes joist is inadequate. u after Size denotes this size has been assigned by the User. BYUI Science Building - Page 127 of 187 N m H 0 rZ K \2 a�RR awc=2o = 4 ƒ \rFa 7�j}j) m / * * § \\) a 2 §�\\\\ \ )�\\ \�\\\\ \ ]\77 22\ 00 \ _,_e _#-Page 128 of ) /5 4 • ,a © )/ƒƒ / m / § \\) a ` © ]\77 22\ 00 \ \ - x\\ } 3)j/ � )k\\ \�\\\\ \ § \ a � §��� \\\\ \ƒ/ _,_e _#-Page 128 of ) /5 4 ) q § a ` © \\ ƒ 3) - � } 3)j/ � _,_e _#-Page 128 of k § a ` © ƒ 3) - 2 } 3)j/ � 2 a � _,_e _#-Page 128 of 0 b 0 U 0 BYUI Science Building - Page 129 of 187 r, Y�I O Pink N un ci N a y bOq '�O q aO N Oai C�Qi NN N N N n CD Q a y O 0 0 0 0 0 0 O 0 0 00 0 0 0 a^ V N 0 0 0 0 0 0 0 C C C O O C O O U a� V a. p a w 0 0 0 0 0 0 O 0 0 0 0 0 0 O w ao x 0 0 0 0 0 0 0 0 0 0 0 0 0 d Q% di N OJ N Gi 0 e � c ,fl�oaaaa I� y 0 ra 4 C) O g b O 00 a a� a�h en �O nen N q ao A�0oo000 0 U '^ U 000000 0 000000 0 o 0 0 0 0 0 0 000000 0 v q W C 0 0 O0 0 0w 8 3 CdCD 3 0 b >� a a a 8>3 owo > Cover60 eq N en 's on y ed b Q ato y O _O M -1' O) O 4 � a a BYUI Science Building - Page 130 of 187 A &0Cno y + h O F Fa O O O W 0 0 0 Op p 0 b '8 0 0 0 0 a a0oo v,�oo N �6 eo a x000 U o O p 000 .a 0000 A�vOi,mo •�uio a a a E BYUI Science Building - Page 131 of 187 tj P4 It O w 0,6 O w 0 d aHa a 4.C) M aN aT W w 0 NW -M, b o000 O 0 0 O O "O N M "O -I N y 0 0 0 0 0 0 Cd x 0 0 0 0 0 0 V�O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 „a„oo00oo 0 o 0 o 0 o a� Rococo 0 0 0 0 0 0 c A.o .op p.n U U U G G C d v abi uyi �a a �D 0 0 0 0 0 0 0 0 a o N M 0 0 000000 a 000000 Q� o 0 0 0 0 0 000000 x; 00 0 0 0 0 o O rn o 0 0 Q o 0 0 0 0 0 0 0 0 0 0 0 BYUI Science Building - Page 132 of 187 a y 0 0 0 0 a0000 A'�^ hOOO .5 aa M 0 0 0 0 U 040 0 0 0 ao 0o0oo6 0 a 0.0000 0 0 0 0 q ;np p.D 0 a a y 0 0 0 0 occ 00000 0 aaaaaa K w ;; a 0.0000 0 0 0 0 ao00o F1 0000 v 0000 aa0000 A�v,000 .� M �6 O aaN.aa q ;np p.D a y 0 0 0 0 occ 00000 ao00o F1 0000 v 0000 aa0000 A�v,000 .� M �6 O aaN.aa E in BYUI Science Building - Page 133 of 187 m L- wcoo mo 0 6 0 ' 0 0 0 0 1 't v v v v N. gO O O j O O O O O O O 0 0 0 0 b n'O O O O O O O O qOO6 6666 R 0 0 0 0 0 0 0 d� 0 C:) O O 0 6 0 g 6 'b ON C� ON TN � N NN N N R ij Y5 N O �i 41. cl:� 44bcr QC9q C9III F AAAAUA�faf�A T .. .. .-i .--i N M M V' Ce Qml! as BYUI Science Building - Page 134 of 187 n h (n N q O o�U 0 h o U AA ('L) (w-� BYUI Science Building - Page 135 of 187 // C._�i.__-_____..-.i �. m I - - _- r j....-........ -- ... ---------------- .w kq m C>C�- F r 0 0 W E, 64 0 f=I N 10a t a y N h� 1 BYUI Science Building - Page 136 of 187 BYUI Science Building - Page 137 of 187 0 a a F- L) 0 BYUl Science Building - Page 138 of 187 BYUI Science Building - Page 139 of 187 Gravily Column Design Summary RAM Steel 14.06.02.00 1[IIIII DataBase: Science Building 7-26-14 07/29/14 21:30:34 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 21-J Level Pa Max May LC Interaction Eq. Angle Fy Size Academic Level 86.5 36.4 8.2 8 0.65 Eq (HI -la) 0.0 46 HSS10X10X3/8 3 Up Academic Level 197.5 1.5 0.0 1 0.65 Eq (Hl -la) 0.0 46 HSSIOX10X3/8 2 Ma Column Line 23-J Level Academic Level 3 Up Academic Level 2 Ma Column Line 244.2 Level Academic Level 4 Ro Column Line 28-J Level Academic Level 3 Up Column Line 29-J Level Academic Level 3 Up Pa Max May LC Interaction Eq. Angle Fy Size 55.1 10.8 8.0 8 0.50 Eq (111-1a) 0.0 46 HSS8X8X3/8 137.8 3.3 4.1 1 0.72 Eq (1 -11 -la) 0.0 46 HSS8X8X3/8 Pa Max May LC Interaction Eq. Angle Fy Size 50.1 11.8 3.8 12 0.77 Eq (Hl -la) 0.0 46 HSS6X6X3/8 Pa Max May LC Interaction Eq. Angle Fy Size 75.0 15.6 6.6 14 0.74 Eq (Hl -la) 0.0 46 HSS8X8X5/16 Pa Max May LC Interaction Eq. Angle Fy Size 84.8 10.2 6.7 15 0.61 Eq (Hl -1 a) 0.0 46 HSS8X8X3/8 Base Plate Desit?n Summclence Building - Page 140 of 187 RAM Steel 14.06.02.00 DataBase: Science Building 7-26-14 Building Code: IBC 07/29/14 21:30:49 Steel Code: AISC 360-05 ASD Column Line Column Size Fy N B tp (ksi) (in) (in) (in) 21-J HSS10X10X3/8 36 16.00 16.00 0.875 23-J HSS8X8X3/8 36 14.00 14.00 0.875 28-J HSS8X8X5/16 36 14.00 14.00 0.750 29-J HSS8X8X3/8 36 14.00 14.00 0.750 BYUI Science Building - Page 141 of 187 Criteria, Mass and Exposure Data LIN']' RAM Frame 14.06.02.00 DataBase: Science Building 7-26-14 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft) : 3.00 Merge Node Tolerance (in) : 0.0110 Geometry Tolerance (in) : 0.0051 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors DIAPHRAGM DATA: Story Diaph # Diaph Type Academic level 5 Hi 1 Semirigid Ym 2 Semirigid Academic Level 4 Ro 1 Semirigid Academic Level 3 Up 1 Semirigid Academic Level 2 Ma I Semirigid Disconnect Internal Nodes of Beams: Yes Disconnect Nodes outside Slab Boundary: Yes Semirigid Diaphragm Parameters: Use Beams for Exterior Boundary Calculate Diaphragm Mass Hard Node Density Factor: 1.00 STORY MASS DATA: Includes Self Mass of: Columns (Half mass of columns above and below) Walls (Half mass of walls above and below) Calculated Values: Story Diaph # Weight Mass MMI Xm Ym 8.81 16.53 kips k-s2/ft ft -k -s2 ft ft Academic level 5 Hi 1 112.51 3.49 2593 58.71 -28.36 2 78.55 2.44 1059 163.76 -27.32 Academic Level 4 Ro 1 1999.82 62.11 676378 83.37 -12.88 Academic Level 3 Up 1 3158.85 98.10 1018913 87.60 -12.61 None 97.15 3.02 57743 10.89 -67.29 Academic Level 2 Ma 1 3397.80 105.52 694378 42.87 -16.93 None 82.11 2.55 29378 -26.69 -85.99 07/29/14 21:37:11 EccX EccY ft ft 4.70 1.96 3.49 1.89 16.53 8.81 16.53 8.69 11.25 8.74 BYUI Science Building - Page 142 of 187 I -- Criteria, Mass and Exposure Data RAM Frame 14.06.02.00 DataBase: Science Building 7-26-14 Story Diaph # Combine Academic level 5 Hi 1 None Ym 2 None Academic Level 4 Ro 1 None Academic Level 3 Up 1 None ft None 1 -Academic Academic level 5 Hi 1 Level 3 Up Academic Level 2 Ma 1 None -28.36 None 1 -Academic 2.323 2 Level 2 Ma Combined/Merged Values: Page 2/3 07/29/14 21:37:11 Story Diaph # Weight Mass MMI Xm Ym EccX EccY kips kips k-s2/ft ft -k -s2 ft ft It It Academic level 5 Hi 1 112.5 3.49 2593 58.71 -28.36 4.70 1.96 2.323 2 78.6 2.44 1059 163.76 -27.32 3.49 1.89 Academic Level 4 Ro 1 1999.8 62.11 676378 83.37 -12.88 16.53 8.81 Academic Level 3 Up 1 3256.0 101.12 1102633 85.31 -14.25 16.53 8.69 Academic Level 2 Ma 1 3479.9 108.07 747677 41.23 -18.56 11.25 8.74 Distributed Mass Values for Pseudo -Flexible or Meshed Diaphragms: Story Diaph # Total Weight Total Mass kips k-s2/ft Academic level 5 Hi 1 107.80 3.348 Academic level 5 Hi 2 74.81 2.323 Academic Level 4 Ro 1 1979.27 61.468 Academic Level 3 Up 1 3119.47 96.878 Academic Level 2 Ma 1 3379.21 104.944 WIND EXPOSURE DATA: Calculated Values: Story Diaph # Building Extents (ft) Expose Parapet Min X Max X Min Y Max Y ft Academic level 5 Hi 1 14.59 108.61 -51.51 -12.28 Full 0.00 2 128.31 198.10 -50.17 -12.28 Full 0.00 Academic Level 4 Ro 1 -76.38 254.32 -112.49 63.64 Full 2.00 Academic Level 3 Up 1 -76.38 254.32 -110.23 63.64 Full 0.00 Academic Level 2 Ma 1 -76.19 148.79 -110.59 64.14 Full 0.00 STORY GRAVITY LOADS DATA: Includes Weight of: Weight not automatically included. Live Load Reduction (Calculated) Reducible: 60.00% Storage: 0.00% Calculated Values: Criteria, Mass and ExnosurCYMtffe Building - Page 143 of 187 I" RAM RAM Frame 14.06.02.00 DataBase: Science Building 7-26-14 Story Diaph # Academic level 5 Hi 1 2 Academic Level 4 Ro 1 Academic Level 3 Up 1 None Academic Level 2 Ma 1 None Story Diaph # Academic level 5 Hi 1 2 Academic Level 4 Ro 1 Academic Level 3 Up 1 None Academic Level 2 Ma 1 None User Specified Values: Story Diaph # Academic level 5 Hi 1 2 Academic Level 4 Ro 1 Academic Level 3 Up 1 Academic Level 2 Ma 1 Story Diaph # Academic level 5 Hi 1 2 Academic Level 4 Ro 1 Academic Level 3 Up 1 Academic Level 2 Ma 1 Page 3/3 07/29/14 21:37:11 Dead Xe Ye Live Xe Ye kips ft ft kips ft ft 85.01 58.69 -28.36 0.00 0.00 0.00 59.28 163.76 -27.32 0.00 0.00 0.00 1170.50 85.28 -16.50 118.39 109.08 6.15 2160.75 90.04 -17.21 2089.22 94.22 -19.48 0.00 0.00 0.00 39.88 170.06 -11.36 2056.08 43.98 -17.20 2003.51 34.36 7.58 0.00 0.00 0.00 0.00 0.00 0.00 Snow Xe Ye Combine kips ft ft 113.34 58.69 -28.36 None 79.04 163.76 -27.32 None 1499.11 87.78 -18.50 None 0.00 0.00 0.00 None 0.00 0.00 0.00 1-Academi c Level 3 Up 0.00 0.00 0.00 None 0.00 0.00 0.00 1-Academi c Level 2 Ma Dead Xe Ye Live Xe Ye kips ft ft kips ft ft 85.01 58.69 -28.36 0.00 0.00 0.00 59.28 163.76 -27.32 0.00 0.00 0.00 1170.50 85.28 -16.50 118.39 109.08 6.15 2160.75 90.04 -17.21 2129.10 95.64 -19.33 2056.08 43.98 -17.20 2003.51 34.36 7.58 Snow Xe Ye kips ft ft 113.3 58.69 -28.36 79.0 163.76 -27.32 1499.1 87.78 -18.50 0.0 0.00 0.00 0.0 0.00 0.00 + Loads and Applied Forces ILIr RAM Frame 14.06.02.00 Detaease: Semen Building 7-26.14 07419114 21J7:11 LOAD CASE: Wlod 12 Loads and Aoolied Forces RAM Frame 14.06.02.00 DetaBase:SdmceBuilding7.26-14 Wind ASCE 7.10 Page 3118 07129/14 21:37:11 Acxtlaudc loved 2 Erpesure: C 0.00 9.99 Basle Wind Speed(mph): 120.0 .31.23 IS ApplyDirectionality Feemr, Kd= 0.85 .31.89 Hi Use TaFogmphy Fa<tor. Kn: 1.00 a Acedende Love)4 1 Use Co slated Frequency per X -Dir. 0.00 152.57 Use Calculated Fr qumry for Y -M. -24.43 Be Gust Factor for Flexible Structures, G: Use Calculated 0 fmX-Dir. .31 33 Hi Gust Partner for Flexible Structures, G: Use Calculated G for Y -Dir. Ht Auden, Level 1 Dunpi ng Ratio for Flexible Swaures- 0.01 0.00 226.09 Mean Roof Height (ft): Top Story Height t Perseus- 55.00 83.29 Up Ground Level: Roo -25.59 Ro WIND PRESSURES: kips Arademie IDvel2 1 X-Direrlion: Namml Frequenry=0.743 Sbumme is Flexible 0.00 127.27 Y-Diremion: Nauml Freqummy-0.926 Soumureis Flexible 33.22 Me CFWiMrvard-0.80 gLeewaN(9h)-34.97 psf -23.29 Up 0Cpn(Pmape0: Windward= 1.50 Leewud=-1.00 32.00 Applied Loads for Pseudo-nvlble or SemtrigW Dkephngms: Height K. Xa Oa Gun Feet.0 Cpt vard Pressure(pso ft psf X Y X Y X Y 55.00 1.116 LOW 34.967 1.138 0.915 -0.200 -0.500 39.784 41.908 55.00 1.116 1.000 34.967 1.138 0.915 422 -0.500 39.784 41.908 50.00 1.094 1.000 34.273 -- -- kips 85.682 85.682 48.00 1.084 1.000 33.980 0.953 0.869 4.324 4500 36.700 38.861 32.00 0.996 1.000 31.199 0.954 0.869 -0.320 4500 34.468 36.927 16.00 0.860 1.000 26.963 0.954 0.898 4442 4500 35.355 35.093 0.00 0.849 LINK) 26.599 0.954 0.895 -0.442 4500 35.078 34.831 Whndwrrd and Leeward Wind Pressures for Sepddgld Dlaphagms: Aademic level 4 Ro 1 Sum Fy Story Disph.M Windwmd Pmsmrc(pe0 Lenverd I.. X Y X V Academic 1 31.827 25.790 7.957 16.119 level 5 Hi 4.990 Academie Level 2 Me 1 2 31.827 25.790 7.957 16.119 Academie 1 25.892 23.650 10.808 15.211 Level Be 0.00 588.97 Academic 1 23.808 21.716 10.660 15.211 Ievel3 Up Academic Level 2 Ma 1 Aodnede 1 20.588 19.382 K767 15]1( Level 2 Me 163.20 36.72 APPLIED DIAPHRAGM FORCES Type:Wind ASCE710 I X Level Diophp He Fx Fy X Y APPLIED DIAPHRAGM FORCES Type:Wmd ASCE710 2 XeE Level Dut hg Academic level 1 Hi Auden ielm15 2 Hi Aademic be, 114 1 He BYUI Science Building - Page 144 of 167 Loads and Applied Forces RAM RAM Frame 14.06.02.00 DanTlete: Science Building 738.14 Loads and Aoolied Forces RAM Frame 14.06.02.00 DetaBase:SdmceBuilding7.26-14 D Page 3118 07129/14 21:37:11 Acxtlaudc loved 2 55.00 0.00 9.99 163.20 .31.23 IS 61.60 .31.89 Hi kips a Acedende Love)4 1 48.0 0.00 152.57 88.43 -24.43 Be 163.20 .31 33 Hi level Diaph.k Ht Auden, Level 1 32.00 0.00 226.09 104.13 83.29 Up 88.97 -25.59 Ro RAM Frame 14.06.02.00 kips Arademie IDvel2 1 16.00 0.00 127.27 36.30 33.22 Me 88.97 -23.29 Up Academie Level 1 32.00 Applied Loads for Pseudo-nvlble or SemtrigW Dkephngms: 0.00 88.97 Academic Level 1 Smry Diaphp Sum Fx sent Fy -23.44 Ma Academic Level 1 16.00 kips kips 36.30 Applied Loede for Pseu lo-Roffile or Semhigh! Diaphragms; Aademic level HI 1 Y 0.000 13.288 3.86 Sum Fx Academic level S Hi 2 or SemlrlgM Diaphragms: ODIC 9.824 kips kips Aademic level 4 Ro 1 Sum Fy 0.000 165.587 5.175 Academic Level 3 Up I kips am 269.864 Acadmnic level S Hi 1 4.990 Academie Level 2 Me 1 0.000 0.000 130.402 Aadcmic level S Hi 2 94.829 0.000 0.000 0.00 588.97 Academic level 4 Be 1 120.986 APPLIED STORY FORCES 0.000 Academic Level 2 Ma 1 Aademic Level 3 Up I 102.762 Typc:Wind_ASCE710 1 Y 0.000 163.20 36.72 Academie Level 2 Me 1 328.74 Level Ht Fx Fy APPLIED STORY FORCES D Hps kips Type: Wi" ASCE7101 X APPLIED STORY FORCES Awdemie level 55.00 0.00 23.45 Level He rx Fy Hi 4.73 Academie Leve12 1 h kips kips Aadcmic Level 48.00 0.00 152.57 Audeinic level 55.00 10.46 0.00 Ro Me Hi Aadenuc level5 55.00 7.85 Aadcmic Level 32.00 0.00 226.04 Academic Level 4840 80.52 0.00 Up Res Academe Level4 48.0 60.39 Academic Level 16.00 0.00 127.27 Academic Level 32.00 97.33 0.00 his UP Academic Level 32.00 73.00 APPLIED DIAPHRAGM FORCES Type:Wmd ASCE710 2 XeE Level Dut hg Academic level 1 Hi Auden ielm15 2 Hi Aademic be, 114 1 He BYUI Science Building - Page 144 of 167 Loads and Applied Forces RAM RAM Frame 14.06.02.00 DanTlete: Science Building 738.14 pope 2f18 029114 21:37:11 D kips kips ft D Academic level 1 55.00 5.32 0.00 61.60 .31.89 Hi kips a ft Andemieleve15 1 55.00 Academic level - 55.00 5.14 0.00 163.20 .31 33 Hi level Diaph.k Ht Fx Loads and AcaMene Level 1 48.00 80.52 0.00 88.97 -25.59 Ro RAM Frame 14.06.02.00 kips kips A D Academic Level 1 32.00 97.33 0.0 88.97 -23.29 Up Academie Level 1 32.00 73.00 0.00 88.97 Academic Level 1 16.00 98.26 0.00 36.30 -23.44 Ma Academic Level 1 16.00 73.70 0.00 36.30 Applied Loede for Pseu lo-Roffile or Semhigh! Diaphragms; his Y Actdonde level 2 glory Diaph9 3.86 Sum Fx Sum Fy or SemlrlgM Diaphragms: a kips kips kips kips Sum Fy Academic level S Hi 1 5.175 0.000 kips 3.99 Academic level S Hi 2 Acadmnic level S Hi 1 4.990 0.000 0.000 60.39 Academie Level 4 He 1 Aadcmic level S Hi 2 94.829 0.000 0.000 Aureole Level 3 Up 1 Academic level 4 Be 1 120.986 0000 0.000 Academic Level 2 Ma 1 Aademic Level 3 Up I 102.762 0.000 0.000 163.20 36.72 Academie Level 2 Me 1 328.74 0.00 0.000 88.97 APPLIED STORY FORCES -i46 74 0.00 Type: Wi" ASCE7101 X APPLIED STORY FORCES Level He rx Fy 88.97 4.73 Academie Leve12 1 h kips kips Fy 47.14 Audeinic level 55.00 10.46 0.00 kips Me Hi Aadenuc level5 55.00 7.85 0.00 Academic Level 4840 80.52 0.00 Res Academe Level4 48.0 60.39 0.00 Academic Level 32.00 97.33 0.00 UP Academic Level 32.00 73.00 0.00 A®demie Level 16.00 98.26 0.00 Me Academic Level 16.00 73.70 0.00 286.58 0.00 Type:Wind ASCe110_I Y APPLIED DIAPHRAGM FORCES Level Diaphff Ht Fn Fy X Y 529.32 A kips kips a ft Andemieleve15 1 55.00 0.00 13.46 61.60 .31.89 Hi level Diaph.k Ht Fx Loads and Applied Forces "Pil RAM Frame 14.06.02.00 kips kips A D Page 4/18 Domeose:SrienreBuilding 7-2614 Academic level 1 07/29/14 21:37:11 Academie Level 1 32.00 73.00 0.00 88.97 2.28 Up Hi Academic Level 1 16.00 73.70 0.00 36.30 0.26 his Y Actdonde level 2 55.00 3.86 0.00 Appaed Loads for Pseudo -Flexible or SemlrlgM Diaphragms: a kips kips Story DlaphN Sum Fx Sum Fy kips kips 3.99 0.00 Acadmnic level S Hi 1 37.37 3.887 0.000 60.39 0.00 Aadcmic level S Hi 2 -50.45 3.750 0.000 Academic level 4 Be 1 Be 82.897 0.000 Aademic Level 3 Up I 55.00 77.649 0.000 163.20 36.72 Academie Level 2 Me 1 32.00 78.553 0.000 88.97 48.87 -i46 74 0.00 Up APPLIED STORY FORCES 48.00 Type:Wind ASCE710 2 XeE 0.00 88.97 4.73 Academie Leve12 1 16.00 level Ht To Fy 47.14 D kips kips Me Aadenuc level5 55.00 7.85 0.00 Hi Academe Level4 48.0 60.39 0.00 Ro Academic Level 32.00 73.00 0.00 Up Academic Level 16.00 73.70 0.00 Me 214.93 0.00 APPLIED DIAPHRAGM FORCES 0.00 529.32 Type: WIndASCE7102 X -E level Diaph.k Ht Fx Fy X Y R kips kips A D Academic level 1 55.00 3.99 0.00 61.60 -36.42 Hi HI Fx Fy X Y Actdonde level 2 55.00 3.86 0.00 10.20 -35.73 a kips kips 8 D at 55.00 3.99 0.00 61.60 37.37 Arsdemic Level 1 48.00 60.39 0.00 88.97 -50.45 Be 55.00 3.86 0.00 163.20 36.72 Aestome Level 1 32.00 73.00 0.00 88.97 48.87 Up 48.00 60.39 0.00 88.97 4.73 Academie Leve12 1 16.00 73.10 0.00 36.30 47.14 Me BYUI Science Building - Page 145 of 187 L ds a d A 11 d F IAdds and Applied Force "JM RAM Femme 14.6.02.00 Peue 5/18 �M RAM Freme 14.0602.00 Page NIA DeieEase: Sdmn RuildinC 7.26-14 0829114 21:37:11 DmaEme: Srimm Building 786.14 07129/14 21:37:11 Applied Loads for Pseudo -Flexible or Semirigid Dlopbcagris: ArodemiclevelSHi 2 0.0073 7.356 Story Diaph * Sum F. Sum Fy Academic Level 4 Ra 1 0.000 119.835 kips kips AcademiclaysI3Up 1 0.000 200.504 Academic level S IN 1 3.876 0.000 Academic Level2Me 1 Mal 96.367 Amdemic level S IS 2 3.734 0.00 Academic Level 4 Ro 1 59.347 0.000 0.00 434.03 Academic level 3 Up 1 103.829 0.000 Academic Level 2 Ma I 75589 0.000 APPLIED STORY FORCES Type: Wind ASCE710 2_Y+E 146.38 0.00 level H: Fx Fy 0 kips kips APPLIED STORY FORCES Academic level 55.00 0.00 17.55 Type: VIM ASCEH 02_X -E Hi Level HI Fa Fy Aesdenie Level4 48.0D 0.00 114.43 R kips kips RD Aeademlc levels 55.00 7.85 0.0 Acadenic Level 32.00 0.00 169.53 Hi Up Academie Level4 48.00 60.39 R" Academic Level 16.00 0.073 95.45 Ro Ma Academic Leval3 32.00 73.00 OSS Up 0.00 396.99 Amdemic Level 16.00 73.70 73.00 Ma APPLIED DIAPHRAGM FORCES 214.93 0.00 Type: WlDd_ASCE) I O 2_Y -E Level Diaph.# H1 Fx Fy X Y R kips kips R A APPLIED DIAPHRAGM FORCES Academic level3 1 55.00 0.00 10.09 49.17 -31.89 Type: Wind ASCE710 2 Y+E Hi Level Oioph.# Ht Fx Fy X Y Academic levd 5 2 55.00 0.00 7.49 15416 -3113 R kips kips R R Hi Academic level 1 55.00 0.00 10.09 74.02 -31.89 Academic Level4 1 48.00 0.00 114.43 41.10 34.43 Hi Ro Academic levels 2 55.00 0.00 7.49 172.15 .31.23 Academic Level 1 32.00 0.00 169.53 56.69 -23.29 Hi Up Academic Level4 1 48.00 0.00 114.43 135.76 -24.43 Academic Level 1 16.00 0.00 95.45 2.98 .23.22 Ro Ma Academic Level 1 324M 0.00 169.53 151.58 33.29 Up Appbed Loads for Pseudafledble or Semirigid Dlaphmgms: Academic levcl2 1 ISM 0.00 95.45 69.62 -23.22 Sorry Diaph* Sum Fx Sum Fy Ma kips kips Academic level S Hi 1 0.00 9.964 Applied Loads for Preudo-Fleslble or Semhigld Uhphngna: Academic level S Hi 2 0.00 7.381 Story Diaph# Sum Fx Sum Fy Aeademic Level 4 RD 1 0.00 128.546 kip kips Acadmnic Level 3 Up I 0.000 204.293 Arademie levels i i I O..00 9.967 Academic Level2 Ma 1 0.000 99.236 Loads and Applied ForcesVIM Loads and Applied Forces RAM Frame H.0 ..02.0D Page 7/18 RAM Fresno 14.06.02.00 Page 8118 DetaaseSoemeDuikKog7-26.14 07/29/14 21:37:11 DaURase:Sdenes Ruildin 7.26.14 0829/14 21:37:11 APPLIED STORY FORCES 0.00 449.42 Type: Wind ASCE710 3 X+Y Level at Fx Fy APPLIED STORY FORCES R kip, kip Type: Wind ASCE710_2_Y-E Academic lrvel5 55.00 7.85 17.58 Level Ht Fx Fy Hi R kip kip Academie Lovel4 48.00 60.39 114.43 Academic levels 55.00 0.00 17.58 Ro Hi Academiclevel3 32.00 73.00 169.53 Academic Level 48.00 ROD 114.43 Up Ro Academic Level 16.00 73.70 95.45 AvedeDic Level 32.0 0.00 169.53 Ma Up Academe Level 16.00 0.00 95.45 214.93 396.99 Mo 0.00 396.99 APPLIED DIAPHRAGM FORCES Type: Wind ASCE710_3_X-Y Level Diaph.* Ht FX Fy X Y APPLIED DIAPHRAGM FORCES R kips kips R R Type:Wind_ASCE71o_3_X+Y Academie 1.15 1 55.00 3.99 -10.09 61.60 -31.89 Level Diaph.* Ht F. Fy X Y Hi R kips kips R A Academic levels 2 55.00 3.86 -7.49 163.20 -3133 Amdemie level 1 55.0 3.99 10.09 61.60 -31.89 Hi HI Academie Lee]4 1 48.OD 60.39 -114.43 88.43 35.59 Arademicleval5 2 55.00 3.86 149 163.20 -31.23 Ra Hi Academic Level 1 32.00 73.00 -169.53 104.13 -23.29 A.d.i,Lav 14 1 48.0 60.39 114.43 88,43 .25.59 Up Ro Arademie Level 1 16.00 73.70 .95.45 36.30 .23.44 Academic Level 1 32.073 73.00 169.53 104.13 -23.29 Ma Up Academie Level 1 ISM 73.70 95.45 36.30 -23.44 Applied Loads for Pseudo�nealble or Sersolgid Di.phragms: Ma Story Diaph* Sum F. Sum Fy kip tip Applied Lords for Pseuda-Flexible or SemR3gid Diaphragms: AeademiclevelSHi 1 3.881 8.966 Story Diaph* Sum Fx Sum Fy Academic level S Hi 2 3.742 -7.368 kips kip Arademie Level 4 Ro 1 71.122 -124.191 Aradenie level S Hi 1 3.881 9.966 Academic Lavel 3 Up 1 90.739 -202.398 Academic level S Po 2 3.742 7.368 Academic Level 2 Ma 1 77.071 .97.801 Aeadamic Level 4 Ro 1 71.112 124.191 Academic Level 3 Up 1 90.739 202.398 246.56 -04112 Academic Level 2 Ma 1 77.071 97.801 APPLIED STORY FORCES 246.56 441.72 Type: Wind ASCE710 3 X -Y Level Ht F. Fy Ma 161.20 -297.14 BYUI Science Building - Page 146 of 187 I1 pads and Frame Applied Forces Poge7:11 I 1_nnds and AAMFrom.14.06.02.00 Applied Forces page M MM mo:ScimceB2.00 OateBase: ScimceauiMingl26-Iq 0)/29/1421:]7:11 DalaBaze: Science Bwlding 7-26-19 421:37/IB 0]/29/1421;37:11 R kips kips nonsense Leel4 48.00 45.29 85.82 Aeademic levels 55.00 7.85 -17.58 Ea Hi Academie Level 32.00 54.75 127.15 Academic Lavel4 48.00 60.39 -114.43 Up go Academic Level 16.00 55.27 71.59 Academic Level 32.00 73.00 -169.53 Ma Up Aadende Levd2 16.00 13.70 .95.45 161,20 297.74 Ma 214.93 .396.99 APPLIED DIAPHMGM FORCES Type: Wind A6CE710 4_X+Y CCW Level maph.p HI Fe Fy X Y APPLIED DIAPHMGM FORCES R kips kips R A T. Wind ASCEJIO 4 X+Y_CW Academic level5 1 55.00 2.99 7.57 74.02 .36.42 Level Oiaph.4 HI Fx Fy X Y Hi ft kips kips R R Acadead. level 5255.00 2.89 5.62 172.15 -35.73 Arademic level 1 55+0 2.99 737 49.17 27.37 Hi Hi Academic Level 1 48.00 45.29 85.82 135.76 -50.45 Academie level 2 53.OD 2.89 5.62 154.26 .26.72 Ra Hi Academic level3 1 32.00 54.75 127.15 151.58 48.87 Academic Level I 48.OD 45.29 85.82 41.10 4.73 Up Ru Academic Level 1 1600 55.27 71.59 69.62 47,14 Amdemic Level 1 32+0 54.75 127.15 $6.69 228 Ma Up Anoderm, Level2 1 1600 55.27 71.59 2.98 0.26 Applied Loads for Pseudo-Flesible or Semirigid Diaphragms: Ma Story - Diaph# Sum Fx Sem Fy kips kips Applied Loads lm PseuduFlealble or Semirigid Dlaphagms: Acadrmidevel 5 Hi 1 3.907 7.475 Sucry Diaph4 Sum Fx Sum Fy Academic level 5 Hi 2 2.801 3.517 kips kips Academe Level 4 R. 1 44.510 89.876 Academic level 5 111 1 2.915 7.473 Academic Level 3 Up 1 77.872 150.378 Academic level 5 Hi 2 2.813 5.535 Aademie Level 2 Ma 1 56.692 72.275 Academic Level 4 Be 1 62.173 96.410 Academic Level 3 Up 1 58.237 153.220 184.78 323.52 Anatomic Level 2 Ma 1 58.915 74.427 APPLIED STORY FORCES 185+5 337.06 Type: Wind ASCEHO 4 X+Y CCW Level Hs Fx Fy APPLIED STORY FORCES ft kips kips Type: Wind_ASCE710 4 X+Y CW A.no mic level 55.00 5.88 13.19 Level HI Fx Fy Hi R kips kips Aademlc Level 48.00 45.29 85.82 Acadcroslevel 5 55.00 5.89 13.19 R, Hi Academic Lovel3 32.W 54.75 127.15 Up fLoads and Applied Forces I mads and Applied Forces RAM I.. 14.06.02.00 Page Il/18 M RAM Fnme 14.0602+D Page 12118 Dauntless: Solena Building 7.2614 07/29/1421:37:11 DamBese:Seimaladiding7.26.14 07/2911421:37:11 Academic Level 1600 55.27 71.59 APPLIED DIAPHRAGM FORCES Ma Type:Wind ASCE710 4 X -Y CCW Level Diapb.a HI Fx Fy X Y 161.20 297.74 R kips kips ft R Anedanidevd 5 1 $5.00 2.99 -7.57 49.17 -36.42 Hi APPLIED DIAPHRAGM FORCES Academic level 2 55.00 2.89 .5.62 154.26 -35.73 Type: Wind ASCE710 4 X -Y CW Hi Level LXaphg HI Fx Fy X Y Aademic Leve)4 1 48.00 4529 -85.82 41.10 -5845 ft kips kips it A R. Academic levo15 1 55.00 2.99 •7.57 74.02 37.37 Aundemic Lemli 1 32.00 5425 .127.15 56.69 48.87 Hi UP Academic level 2 55.00 2.89 .5.62 172.15 .26.72 Academia Level 1 16+0 55.27 .71.59 2.98 47.14 Ri Ma Academic Level 1 48.00 45.29 -85.82 135.76 493 R. Applied Loads for Fa,ml -Flealble or Semirigid Dlaphragms: Acadernic Level 1 32.00 5495 -127.15 151.58 2.28 Story Maph4 Sum Fx Sum Fy UP Id, kips Aradanic Level 1 16+0 55.27 -71.59 69.62 0.26 Aademee level 5 Hi 1 2907 -7.473 Ma Academic level 5 Hl 2 2.801 .5.535 Amdemic level 4 Re 1 44.510 -96,410 Applied Loads for Pseudo-Flesibte or Semirigid Diaphragms: Aadrntideval 3 Up 1 77.872 -153.220 Story Diaphg Sum Fx Sum Fy Aeudemie Level 2 Ma 1 56.692 .74.427 k ps kips Aadenic level 5 Hi 1 2915 .7.475 184.78 .337.06 Academic level 5 Hi 2 2.813 .5.517 Academic Level 4 go 1 62.173 59.876 APPLIED STORY FORCES Academic Loved 3 Up 1 58.237 -150.378 Type: Wiml ASCE710 4 X -Y CCW Academic level 2 Ma 1 58.915 .72275 Level HI Fx Fy R kips kips 185.05 -325.52 Academic level5 55.00 5.88 -13.19 Hi APPLIED STORY FORCES Aadcmic Level 48.00 45.29 -85.82 Type: Wind CW go _ASCE7104X-Y Level lit Fe Fy Academielevel3 32.OD 59.75 .127.15 R kips kips Up Academic level 55.00 5.88 -13.19 Academic Lovel2 16.00 55.27 -71.59 Hi Ma Acadanic Lovd4 48.00 45.29 -85.83 go 161.20 .297.74 Academic Level 32.00 54.75 .127.15 Up Academie Level2 16+0 55.27 -71.59 Ma 161.20 -297.14 Leads and Applied Forces Page 15/18 07129114 21:37:11 BYUI SoiehOBI�aR63i4ioA�rrs kips kps 147 of 187 RAM 1.. 14.06.02.00 Hi Page 13/18 RAM Frame 14.06.02.00 N Academic Level4 48.0 135.23 0.00 Page 14/18 DaaaSm,:Sda..Buildi,7.26-14 55.00 07PW14 21:37:11 DmBue:Scienee Building7Q6-14 0.00 Up X 07/29/14 21:3711 LOADCASEs EQ12 54.34 0.00 APPLIED STORY FORCES Hi kips R R Seismic ASCE 7-10 Equiva1m11mml Fora 48.0 0.00 Type: EQ_ASCE710_%+E_F Ra 9.67 $4.01 38.36 Sim Class:B hapodana Factor l:5 Ss: 0.4466 SI: 0.1576 TL: B.00s Ievel H1 Fx Fy Fx 1.000 Fy: 1.000 SDs: 0.297g SDI: 0.105g O.OD ft kips kips 160.27 -27.32 Occupmay Category. m Sdsmic Dcaign Catego, 11 or Semirigid Diaphragms: Acadomic level5 55.00 15.49 0.0 Sum Fx Sum Fy Pmvidasss far. Fmc, kips Hi Academic level S Hi 1 144.13 0.000 9.665 Ground Tavel: B.. -27.32 0.00 Aademic"vd4 48.00 135.23 0.00 0.000 144.129 Academic Level 3 Up 1 0.000 Ra Amdemic Loon 2 Ma 1 139.08 0.00 60.785 Dir &wnt R To Equadon Building Period -T Academic LNal3 32.00 128.19 ODO X -And- 3.0 SId.C".02a, -Ilg0 Calculalw Academic Levcl2 1 Up Level Ht Fx Fy -18.56 Y -And- 3.0 SI4.GM.28,aN.80 Calculated kips Aademic"vd2 16.00 54.34 0.00 16.41 Hi -18.56 Applied Loads for Paeado-TD.Ible Ma or To Cu T T -used Eg12.8-2 Eg12.8.3 Eg12.8-5 k Sum Fx Sam Fy X 0.691 1.691 1.347 1.168 0.124 0.037 HIM 1.334 kips 333.26 0.00 Dir To CL T T -used Egl2S-2 Eg12g-3 Eg12.1-5 k 0.000 9.665 Y 0.691 1.691 1.000 1.080 0.124 0.040 0.0164 1.290 APPLIED DIAPHRAGM FORCES 6.748 Aoarkmlc Level 4 Ro 1 EQ_ASCE710 X -EV 149.129 Total Building Wright (kips) = 8926]8 Academic Laval Up 1 �e: g Hr Fx Fy X Y Academic Ievel2 Ma I 0.00 R kips kips B R APPLIED DIAPHRAGM FORCES Academic level5 1 55.00 9.12 0.00 58.71 .30.32 Type: EQ_ASCE710 X +E F APPLIED STORY FORCES Hi "vel Diaphd Ht Fx Fy X Y Academic level5 2 53.0 6.37 0.00 163.76 39.22 R kips kips ft R Hi Academic leve15 1 35.OD 9.12 0.00 50.71 .26.40 Academic Level 1 48.00 135.23 0.00 83.37 .21.69 Hi Academic 1eve15 55.00 0.00 Ro Academic level5 2 55.00 6.37 0.00 163.76 .23.43 Academic Lodi 1 32.0 128.19 0.00 85.31 32,94 HI Academie"vel 4 48.00 0.00 UP AcademicL d4 1 48.00 135.23 0.00 83.37 4.08 Academic Level 1 16.00 34.34 0.00 41.23 37.30 Ro Academic Level3 32.00 0.00 Ma Academic "vel3 1 32.00 128.19 0.0 85.31 -5.55 UP Applied Loada for Pseado-Flealble or Semirigid Diaphragma: Academicleve12 1 16.00 54.34 0.00 41.23 -9.83 St., Dlaphp Sum Fa Sum Fy Ma kips kips Academic level S Hi 1 9.123 0.000 Appped Luanda far Pseudo-Dvible or Semirigid Dhpbngw: Academic level S Hi 2 6.370 0.000 story Diaphq Sum Fx Sum Fy Academic Lmol4 Ro 1 135.234 0.000 kips kips Academic Level 3 Up 1 128.190 0.000 Academie level S Hi 1 9.123 0.000 Aademic level 2 Me 1 54.343 0.000 Academic level S Hi 2 6.370 0.000 Academic level 4 Ro 1 135.234 0.000 333.26 0." Academic Level 3 Up 1 128.191 0.000 Academic"vel2 Ma 1 54.343 0.000 APPLIED STORY FORCES Type: 11"SCEUD X_ EF 333.26 0.00 "vd Ht Fa Fy VIM 333.26 0.0 APPLIED DIAPHRAGM FORCES RAM Truro 14.06.02.00 DamBme: Scienu Building 7-26-14 Page 15/18 07129114 21:37:11 a kips kps Academic 1eve15 55.00 15.49 0.00 Hi Fx Fy Academic Level4 48.0 135.23 0.00 Ro Academic level5 1 55.00 Aademie"ve 3 32.00 128.19 0.00 Up X Y Academic Level2 16.00 54.34 0.00 Ma Hi kips 333.26 0.0 APPLIED DIAPHRAGM FORCES APPLIED DIAPHRAGM FORCES Type: EO_ASCE710 Y +E_F Level DmPhp IR Fx Fy a kips kips Academic level5 1 55.00 0.00 9.67 Hi Fy X Y Academic level5 2 55.00 0.00 6.75 Hi kips R R Academie Level/ 1 48.0 0.00 1".13 Ra 9.67 $4.01 38.36 AcademicLaval 3 1 32.00 0.00 139.08 Up Academie Level 1 16.00 O.OD 60.79 Mo 6.75 160.27 -27.32 AppDed Lords for Pseudo-nexlble or Semirigid Diaphragms: Story Diaphg Sum Fx Sum Fy kips kips Academic level S Hi 1 144.13 0.000 9.665 Academie level S Hi 2 -27.32 0.00 6.740 Aadcmic level 4 Ro 1 0.000 144.129 Academic Level 3 Up 1 0.000 139.081 Amdemic Loon 2 Ma 1 139.08 0.00 60.785 99.90 -12.88 0.00 360.41 APPLIED STORY FORCES Type: EQ_ASCEHO_Y -E F Academic Levcl2 1 16.00 Level Ht Fx Fy -18.56 R kips kips Aadem0c1eve15 55.011 0.00 16.41 Hi -18.56 Applied Loads for Paeado-TD.Ible or Semlrlgld Dlaphtalpm: Loads and Applied Forces RAM Frame H.06.02DO Page 16118 DotaBasc: Sdehce Building 7-2614 07/29/14 21:37:11 Academie Levd4 48.00 0.00 144.13 Ra Aadernk Lmd3 32.00 0.00 139.08 UP Aeademie Lavel2 16.00 0.00 6079 Ma 0.0 360.41 APPLIED DIAPHRAGM FORCES T. EQ_ASCE710_Y= E F "vel omphk I t Fa Fy X Y R kips kips R R Academic Imul5 1 55.00 0.00 9.67 $4.01 38.36 X Y Hi R R Academic level5 2 55.00 0.00 6.75 160.27 -27.32 63.42 38.36 Hi Academic Level4 1 48.00 0.00 144.13 66.83 -12.88 167.25 -27.32 Ro Academic tevel3 1 32.00 0.00 139.08 68.77 .14.25 99.90 -12.88 UP Academic Levcl2 1 16.00 0.00 60.79 29.96 -18.56 101.84 .14.25 Ma 52.48 -18.56 Applied Loads for Paeado-TD.Ible or Semlrlgld Dlaphtalpm: Story Dlaphp Sum Fx Sam Fy kips kips Academie level S Hi 1 0.000 9.665 Academic level S Hi 2 0.000 6.748 Aoarkmlc Level 4 Ro 1 0.000 149.129 Academic Laval Up 1 0.000 139.080 Academic Ievel2 Ma I 0.00 60.785 0.00 )60.91 APPLIED STORY FORCES Type: EQ_ASCE710 Y -E F Level HI Fr Fy A kips klps Academic 1eve15 55.00 0.00 16.41 Hi Academie"vel 4 48.00 0.00 144.13 Ro Academic Level3 32.00 0.00 139.08 Up Loads and Aoolied Forces 1111111 RAM Frame 14.0602.00 Page 11118 DataBmer Sdenee Building 7-26-14 0789114 21:37:11 Academic Level2 16.00 0.00 60." Ma 0.00 360.41 LOAD MULTIPLIERS FOR ECCENTRIC LOADING ON SEMIRIGID DIAPHRAGM:SEISMIC AND RESPONSE SPECTRA LOAD CASES Story: DhpM1. q:l Andemle level SRI Loading MMI.. Top Region Bottom Region Left Region Rlghl Regloo +X 1.24 0.75 - -- -X 0.76 125 --- +Y - - 0.79 1.23 .Y _. -- 1.21 0.78 Story: DIaph. g:2 Acndemlc-Ievel SIM Loading Utreelion Top Region Bottom Region Left Reg[oo Right Region +X 124 0.74 -- - -X 0.77 1,26 - +Y --- - 0.77 131 -Y _. 1.23 0.79 Smry: Diaph. l:1 Andemle Leve14 Ro Loading Direction Top Region Bolcom Regio. Left Region Right Reglan +X 1.15 0.80 - -- -X 0.84 1.21 -- -- +Y - - 0.79 1.22 .Y -- - 121 038 Sorry: Mph. Na Aondemle Level Up Landing Direction Top Region Bottom Region Lefl Region Right Region +X 1.12 0.84 - - -X 0.82 1.25 - +y --- - 0.80 1.19 -Y -- -- 136 0.75 BYUI Science Building - Page 148 of 187 Imeds and Aoolietl Forres 1111M RAM From 14.06.0].00 Page 18/18 pataBue: SClna Building 7-26-19 07/29/14 21:37:11 Sorry: Dlaph. in Aendemle Level2 Ma Loading Dheellon Top Region Bottum Regio. LeR Reglan Right Region +X 1.15 0.84 -- -- -X 0.77 123 -- +Y -- -- 0.82 1.18 -Y -- - 124 0.75 Build•ne Sip" Shears RAM Frame 14.06.02.W VMIDwaaSsa:SdenmRAldhog7-2&I4 W 07129114 21.37:11 CRITERIA: Rigid End Ams: l,,s ER m Member Force Oulpm: At FaceofJoim P -Del.: Yes Seale Fa.ar 1.00 Ground Level: Base Mesh Criteria: Max. Distance Beovem Nodes on Mesh Line (03: 3.03 Merge Node Tol e.nce (in) : 0.0 1JO Oeomevy TOlmvice (in) : 0.0051 Walls Out -of -plane StiBnsss Not included in Analysis. Sign sant anidead for DMamic Load Case Rasul. Rigid Linea Not Included at FUM Beam4oWell locations Eigenvalue Analysis: Eigen Yu.ea Load Case: D DeadLoad RAMUSER Level Dleph.g Amdeanklevel5Hi 1 And.la Intl 5 Hi 2 Aademiclevd4Ra I Aademk Level Up 1 Academic Level 3 Up None Academie Level 2 Ma i Academic Level 2 Me None BYUI Science Building - Page 149 of 187 Sbear-Y IBuild St ry Shea" MPs MRSummary Levet RAM Frame 14.06.02.00 Shear -V Chaogo-Y -0.00 Page 2e9 De.Buc: Srienu Buildin6 ].26.14 Mps MR ROD 07129114 21:37:11 Level -0.00 -0.00 Shen -X Chavg.x Shess-V ChengcV 0.00 -0.O6 up, MR kips kip Academic level 5 Hi 4100 Atom -0.00 40.00 Academic Level 4 Ra 0.00 (LOD -0.00 -0.00 Amdemlc Level 3 Up .0.11 -0.11 2.16 2.16 Academic Level 2 Ma -0.94 -0.83 0.63 -1.53 Load Cue: Ln HecLlveLood RAMUSER 0.00 Level Diaph.It Shear -X Shms-V 0.00 0.00 ROO MR kip, 0.00 Academic level 5 Hi 1 -O.W ROO 0.00 0.00 Academie level 5 Hi 2 -0.00 4.00 -0.0 0.02 Academic level 4 Ro 1 0.00 -0.00 1.20 Academic level 3 Up 1 -OAO -0.00 Academic Level 3 Up None 0.00 Aademic level 2 Ma 1 -007 003 Shear.X Sbear-Y - Tole) Story Sheen MPs MRSummary Levet Shur -X ChavgnX Shear -V Chaogo-Y -0.00 -0.00 N's hips Mps MR ROD 0.00 Aademic levels Hi -0.00 -0.00 0.00 0.00 O.OD .0.00 0.00 -0.O6 Academic Level 4 Ro 0.00 0.00 -0.00 0.00 0.00 0.06 Academic level 3 Up -000 4.00 0.00 .0 1.30 -1.67 Aad.mic Level Ma -0.0] -0.07 0.03 0.033 0 .0.10 0.56 400 -0.00 -0.00 Load Case: Sp FosRoolLlveLoad RAMUSER Summary- TOM) St., Shea. Level Dlaph.N Shear -X Sondy Level SheaeX Change -X Shea,V ChangeV MR MR Wps MR Mps MR Academie level 5 Hi I 0.00 400 Academic level 5 Hi 400 -0.00 -0.00 4.00 Academic level 5 Hl 2 -0.00 0.00 Academic Level 4 R. 0.00 0.00 0.00 ROO Academic Level 4 Ro 1 0.00 0.00 Academic Level 3 Up 0.00 0.00 0.00 ROO Aademic Level 3 Up 1 -0.0 0.02 Academic Level 2 Ma 1.20 1.20 4.11 .1.11 Academic Level 3 Up None 0.00 -0.02 Academic Levd 2 Me 1 .0.05 -0.14 Load Case: Lp PosLlve6md RAMUSER Andande Level 2 Me None .0.01 0.05 Level Dlaph.N Sheer.X SheaeY S., -Told Story Shea. Academic level 5 Hi 1 kips -0.00 up 0.00 Level ShunX ChaogeX SISI Chenge-Y Aademic level 5 Hi 2 -0.00 400 Mps No MISS kips Aademic level 4 Rv I ROO -0.0D Aademie -0.00 0.00 0.00 Academic Level 3 Up 1 -0.11 3.29 LeveSHi Amdmhe Level4 Ro 0.00 0.rs0 0.00 0.00 Acadmdc Level 3 tip None 410 .1.12 Academic Level 3 -0.00 0.0 4.00 0.00 -0.00 Academic Level 2 Mn 1 R79 -0.21 Me Academic Level Ma -0.06 -0.06 -0.09 -0.09 Academic level 2 Ma None -0.15 0.83 Load Cue: WI Wind 12 Wind ASCE710 1 X Smnnery-Total Story Shea. Level Daph.0 Shear.X Sh.r-Y Building Stan Shears® Buildinp Story Shears M RAM F.me 14.06.02.00 page 319 RAM Fnone 14.06.02.00 Page 4/9 DdeRaa: Science Building 7.26-14 07129114 21;17;1) Da.Baa:Sdena Buikk,7-26.14 0712911421:37:11 MPS MR Academic Level 2 Me None 0.06 -0.36 A.dmnic level 5 Hi 1 5.18 0.00 Aademic level 5 Hi 2 4.99 4.00 Suoual-Tend Story Shea. Aademic Level 4 Ro 1 104.99 -0.00 Used Shear.X Chsoge-X Shear -Y ChangeV Academic Leval 3 Up 1 225.98 0.01 MR kip Mps Mps Academic level 3 Up None 040 .0.01 Academie level 5 Hi 7.64 7.64 0.00 0.00 Aadadc Level 2 Me 1 297.16 -10.07 Amdmnic Level 4 Ro 90.53 82.90 -LM 4.00 Academic Level 2 Me None 0.43 -2A5 Academic Level Up 16g.18 77.65 -0.00 4.00 Academic Level 2 Me 226.08 57.90 0.22 012 Summary - Total Sts ry Shears Level Sheaf% ChaogeX Shear -Y CbmgeY Load Case: W4 Wind 12 Wind ASCE710 2 X.E MPS MR MR MPs Level Dloph.g Sheer -X Shear -Y Academic level 5 as 10.16 10.16 -0.00 4.00 MR; MR Academic Level 4 Ro 104.99 94.83 -0.00 400 Academic level 5 Hi 1 3.88 0.00 Academic Level 3 Up 225.98 120.99 4.00 -0.00 Amdemiclevel5Hi 2 3.73 0.00 Aademie Level 2 Ma 297.60 71.62 42.52 .12.52 Academic level 4 Ro 1 66.96 4.00 Academic Level 3 Up 1 170.79 -1.13 Load Case: W2 Wind 12 WIndASCE7101 Y Aadanlc Level 3 Up Nan. Ow 1.13 Level Dlapb.p Sheer.X Sbeer-Y Academic level 2 Ma 1 219]2 -15.69 MR Mea Academic Level 2 Ma None 0.59 -3.31 Academic level 5 Ht 1 400 13.29 A.danie level 5 at 2 0.00 9.82 St., Story Sheers Academic Level 4 Ro 1 0.00 188.70 Land Shear -X ChaegeX Shear -Y Chdsp V Acadmnic level 3 Up 1 LOD 437.43 MR Mie MR Mps Academic level 3 Up None -0.00 21.13 Academic levels Hi 7.61 7.61 0.00 0.00 Academic Level 2 Me 1 -10.43 404.90 Academic Level 4 Ro 66.96 59.35 -D.00 4100 Academic Level 2 Me None 4.15 23.55 Academic Level 3 Up 170.79 103.83 0.00 0.00 A.dmMe level 2 Me 220.31 49.52 -19.00 -19.00 Summary -Total SIary Sheers Level Shear -X ChaogeX Shel ChangeV Load Case: W5 Wind 12 W.d ASCE710 2 Y+E MR MR hip. Mps Level Dhpb.k SheaeX Shear -Y Academic level 5 Hi .0.00 400 23.11 23.11 Mps up, Aade.icleve14Ro 0.00 0.00 188.70 165.59 Academic level 5 Ni 1 400 9.97 Academic Level 3 Up 0.00 ROD 458.56 269.86 Academic level s Hi 2 0.00 7.36 Academic Level 2 Me .14.58 -14.58 428.46 40.11 Audemic Level4Ro I 0.00 137.16 Assistant. level3 Up 1 ROO 316.78 Load Case: W3 Wnd 12 Wind ASCE710 i X+E Academic level 3 Up None 4.00 20.88 Level Dlash.g Shear -X ShurY Aademie Level 2 Me 1 .19.45 256.62 MR MR Academic Level 2 Me None -1.37 7.79 Academic level 5 Hi 1 3.89 0.00 Academic level S Hi 2 3.75 0.00 Sumnury - Total Scary Shears Academic level 4 Ro 1 90.53 -0.00 Level Shear.X Cant Shear -Y CMnge-Y Academic Level 3 Up 1 168.18 1.14 kips Mps MPs MR Aademio level 3 Up None 0.00 .1.14 Academic level 5 Hi 0.00 0.00 17.32 17.32 Academie Lend 2 Me 1 226.02 0.58 Aademic Level No 0.00 0.00 137.16 119.84 BYUI Science Building - Page 150 of 187 -- I� Building Story Shears Building Story Shears \M1RAM Frame 14.06.02.00 PeB. SN vg RAM Fnune 11.06.02.00 Page 6A DalaBase:Sdcnce Buildin60.26d4 07129/1921:7]:11 pauBaSe:bdmca Building 7-v--614 07/2911921:37:11 Amdemic level 3 Up 0.00 0.00 337.66200.50 Amdemielwe15 H1 2 3.74 -7.37 Academic Level 2 Ma .20.82 -20.82 261.42 -73.25 Aeademic Level 4 Ro 1 18.75 -141.52 Amdemic Le,d 3 Up 1 169.48 -327.95 AeedemicLW3Up None 0.00 -15.97 LoadCase: W6 Wind 12 WNd_ASCE710_2 V -E Academic Level 2 Mo 1 230.66 -311.50 Level plaph.q Shear-% SM -Y Level 2 Me None 141 .19.33 kips MRAadcmic Academic level 5 Hi 1 4.00 9.96 Summary - Taal Slary bhepn - AmdemilwelSHi 2 -0.007.38 Level Shear ShearY Changs Academic Level 4 Ro 1 O.m 145.99 Mpa PS MR Up, kip,ChaogrX , Academic Level Up I -0.W 339.37 Academie eSHi 7.62 ].62 -17.33 -17.33 { Amdemic Level 3 Up Nan. 0.00 10.82 Academic Level 4 Ro Lev ]8,75 71.12 -141.52 -124.19 Academic Level 2 Me 1 3.80 350..4 Academic level 3 Up 169.48 90.]4 343.92 -202.40 Academic level 2 Me None 4S5 27.54 Amdemic l<ve12 Ma 234.06 69.58 .330.82 13.10 Summery -Tobi Most Saran Level ShearX ChangaX Sher -Y CM1angaY Load Case: W9 Wind 12 WNtl ASCE710 d X+Y_m P MPs kips kips kiln Level Dbpb.g Shear -X SheerY t Academic 1.15 Hi -0.00 .0.00 17.34 17.34 up, MR Academic Level 4 Ro 0.00 0.00 145.89 128.55 Academic level 5 Hi 1 2.92 7.47 Amdemic level 3 Up 0.00 O40 350.18 204.29 Academic level 5 Hi 2 2.81 5.54 Academic levet 2 Ma .1.05 -1.05 37817 28.09 Acode rdc 4vel 4 Ro 1 67.90 109.42 Academie Leel 3 Up 1 126.14 255.38 Amdemic level 3 Up None 0.00 7.26 Load Cue: W7 Wind 12 WNd ASCE7103%+Y AmdemicLevel 2 Ma 1 172.37 261AS Level Plank.N Shear -X ShearY Amdemic Leve12Ma None -3.59 20.39 _ kips Wps Aeademic level 5 Hi 1 3.88 9.97 Summary -Tocol Story Shears Amdemic level 5 Hi 2 3.74 7.37 Level Shaer -X ChangaX ShearY ChaugeY Amdemic level 4 Ra 1 78.75 141.52 kips kips kips kips Avalmic level 3 Up 1 169.48 328.08 Amdemic levels 5.73 5.73 09.01 93.01 Amdemic level 3 Up None 0.00 15.84 Ro Academie level 3k 62.1] 109.42 96.41 6AI Academic Lwd 2 Ma 1 215.05 296.12 3 Academic level 3 Up 26.14 126.14 58.24 262.67 121.23 Amdemic Level 2 Me None -2119 15.83 Amdemic level 2 M 168]8 42.69 281.87 2113 Summary -Tool S14ry Sheen Level Shear -X ChangaX Shear -Y ChaugaY Load Cue: WIO Wind 12 WI. ASCE710 4_X+Y CCW Nips kips kips MR Level Dbph.N SMSr-% SheerY Academic level 5 Hi 7.62 7.62 17.33 17.33 MPs MR Amdemic Level 4 Ro 78.75 71.12 141.52 124.19 Academic level 5 Hi 1 2.91 7.48 Amdemic level 3 Up 169.49 90.74 343.92 202.40 Academie level 5 Hi 2 2.80 5.52 AcademN Level 2 Ms 212.26 42.78 311.95 .31.9.1 Academic Leel 4 Ro 1 5032 102.87 Acadmic Level3 Up 1 128.09 236.74 Amdvnie LoSel 3 Up None 0.00 16.51 Load Case: WE Wind 12 Wbs ASCE7103X-Y Academe Level 2 Ma 1 150.21 180.70 Level DNph.N ShearX ShearY Amdemic Level 2 Ma None -0.59 3.36 Mps MW Aeademic level 5 Hi 1 3.88 A.97 Builth¢ Story Shears Buildine Story Shears 1JI'm RAM Frame 14.6.02.00 Page 7m RAM FY.me 14.06.02.00 Page 519 pabeaze: Sdmca Building ].26.14 0729/1421:37:11 DalaDaze: Science Building] -2614 07/29/1421:37:11 Summary - Total Story Shears Load Case: El EQ 12 EQASCE710_X+EF Level Shear -X ChaogrX Sher -Y ChangaY Level Dlaph.N Sber-X Shear -Y MR Mps Mps MR MPs MR Aeademic level 5 IN 5.71 5.71 12.99 12.99 Amdesrdc level 5 Hi 1 9.12 0.00 Aeademic level 4 Ro 50.22 44.51 102.87 89.88 Aeadmic level 5 Hi 2 6.37 0.00 Academe Level 3 Up 128.09 77.87 253.25 15038 Aeadandc Level 4 To 1 150.73 4.00 Academic Level 2 Ma 149.62 21.53 184.06 59.18 Academic Level 3 Up 1 278.92 3.41 Acadanic Level 3 Up None OA -3.41 Load Cue: Wll WNd12 WNd ASCE7IO / X-Y_CW ev Academic lel 2 Ma 1 301.10 9.74 Level Dbph.4 ShearX Shear -Y Academic Level 2 Me None 4.27 1.56 MPs MPs Amdemic level 5 Hi 1 2.92 .7.48 $ammary - Total Story Shean Amdemic level Hi 2 2.91 -5.52 Level Sbear-X ChangaX ShurrV Chauge-Y Amdemic Level 4 Ro 1 67.90 .102,87 MR, Up MR MPs Academic level 3 Up 1 126.14 .236.66 Amdemic level 5 Hi 15.49 15.49 0.00 0.00 Academic Level 3 Up None 0.m -16.59 Amdemic Level 4 Ra 150.73 135.23 .0.00 4.00 Amdemic Lwd 2 Ma 1 184.07 -192.12 Academie Level 3 Up 278.92 128.19 -(LOO -0.00 Academic level 2 Ma None 1.07 5.06 Academic Level 2 Me 300.82 21.91 11.30 11.30 Summmry-Tdd StoryShears Load Case: E2 EQ 12 EQ ASCE710 X -E_F Level Shear -X Chaoge,X Shear -Y ChaugrY Level Maph.p Shear -X Sheer -Y MPs MPs MR MPs Mps MPs Amdemic level 5 IN 5.73 5.73 -12.99 -12.99 Amdemic 1.15 at 1 9.12 0.00 Academic level 4 Ro 67.90 62.17 402.87 -89.88 Amdemic level 5 Hi 2 6.37 -O.m Amdemic Level 3 Up 126.14 58.24 -253.25 -150.38 Amdemic Level 4 Ro 1 150.73 4.00 Academe Level 2 Ma 185.14 59.00 -195.17 55.07 Amdemic Level 3 Up 1 278.92 1.50 Amdemic level 3 Up None 0.00 -1.50 Load Case: WI2 Wind 12 WNd ASCE7I(Id X -Y CCW Amdendo el2 Ma 1 ev 297.55 .2.70 Level Dbph.g Sbeu-X Sbeu-Y Amdemic Level 2 Ma Nmm 0.06 -0.33 Mps MPs Academic twat S Hi 1 2.91 -7.47 Summary - Total Story Dean Academic lwel 5 Hi 2 2.80 -5.54 Levtl Sheer -X ChangrX Shear -Y Change -Y Amdemic level 4 Ro I 50.22 -109.42 up MPs Up, MR Amdemic level 3 Lip 1 128.09 455.26 Amdemic loved 5 Hi 15.49 15.49 0.00 0.00 Acadmdc Lw.13 Up None 0.00 -7.38 Academic Level 4 Ro 150.73 135.23 .0.00 4.00 Amdemic Levd 2 Me 1 161.91 -275.12 Aeademie Luel3 Up 278.92 128.19 Am 4.00 Amdemic level 2 Me None 4.04 22.94 Amdemic4621yla 297.61 18.69 4.03 .3.03 So., -Total Sorry Sbmra Load Case: El EQ 12 EQ ASCE71D_Y aE F Level Sheer -X Chm,,,X Shnr-Y Change -Y Level Dlaph.a Shear -X Sheer -Y _ MPs kips MPs MPS MPs MPS Amdemic level 5 Hi 5.71 5.71 -13.01 -13.01 Academic level 5 Hi 1 -0.00 9.67 Academic Level 4 Ro 5012 44.51 -109.42 -96.41 Academic level S Hi 2 -0.00 6.75 -- AcademiclevelJUp 129.09 77.87 462.64 -15312 Academic Level 4 Ro 1 0.00 160.54 - AcademicLaos] 2Ma 165.96 3686 -295.06 -35.42 Amdemic Level 3 Up 1 0.00 284.90 BYUI Science Building - Page 151 of 167 Buildine Stary Shears "Ral RAM Frame 14.06.02.00 F., 9N pamBase: SdenreBoildin6'/.26-14 07/29/14 21:31:11 Academic Level 3 Up None -00 14.12 Andemic Level 2 Ma 1 3.63 243.60 Academic 4 tl2 Ma Norm 2.01 11.40 Summary - Total Story Sheers Level ShearX Chaag6X ShearV Ch2ag6Y Mpo hips Mps Mpa Aaedemia levels Ht -0.00 400 16.41 16.41 AcademicL 64Ro OAO ODD 16054 144.13 AmdemicL ala Up 0.00 0.00 299.62 139.08 AodemicL tl2 Ma -8.64 -8.64 254.99 44.63 Load Case: FA EQ 12 EQ_ASCE210 V_E F Level Dlaph.X ShearX Shear -V Wps MPs Academic lnel 5 Hi 1 0A0 9.61 Academic level 5 Hi 2 000 6.25 Academic4 at4Ra 1 0.00 160.34 Awd.ic Level3 Up 1 OR 285.93 Academic lead 3 Up None 4.00 10.70 AcademicL tl2 Ma 1 4.58 269.33 Academic lsvd 2 M None -2]8 15.80 Summar,, - Total Sorry Sheen Level Shear -X Change -X Shear -Y Change -V MPs Mpa Mps Mps Awdemiclevel511i "0 0.00 16.41 16.41 Academic Level4Ro 0.00 0.00 160.54 144.13 Academic Level 3 Up 0.00 0.00 299.62 139.08 Academic Level 2 Ma -3.36 -3.36 285.13 .14.50 BYUI Science Building - Page 152 of 187 Story Displacements RAM Frame 14.06.02.00 1{I�111 DataBase: Science Building 7-26-14 07/29/14 21:37:11 Building Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft) : 3.00 Merge Node Tolerance (in) : 0.0110 Geometry Tolerance (in) : 0.0051 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors LOAD CASE DEFINITIONS: D DeadLoad Lp PosLiveLoad Ln NegLiveLoad Sp PosRoofLiveLoad Wl Wind 12 W2 Wind 12 W3 Wind 12 W4 Wind 12 W5 Wind 12 W6 Wind 12 W7 Wind 12 WS Wind 12 W9 Wind 12 W10 Wind 12 W l l Wind 12 W12 Wind 12 El EQ 12 E2 EQ 12 E3 EQ 12 E4 EQ 12 RAMUSER RAMUSER RAMUSER Disp Y Theta Z RAMUSER in rad Wind ASCE710 1 X 0.00000 Wind ASCE710 1 Y 0.00000 Wind _ASCE710_2_X+E 0.00006 0.00000 Wind _ASCE710_2_X-E Wind _ASCE710_2_Y+E Wind _ASCE710_2_Y-E Wind _ASCE710_3_X+Y Wind _ASCE710_3_X-Y Wind_ ASCE710_4_X+Y_CW Wind _ASCE710_4_X+Y_CCW Wind_ ASCE710_4_X-Y_CW Wind ASCE710 4 X -Y CCW EQ_ASCE710_X+E_F EQ_ASCE710 X__-E_F EQ_ASCE710_Y_+E F EQ_ASCE710_Y_-E_F Story Displacements for Semirigid Diaphragms: Average displacements of nodes located on the semirigid diaphragms are reported. Level: Academic level 5111, Diaph: 1 Center of Mass (ft): (58.71,-28.36) LdC Disp X Disp Y Theta Z in in rad D 0.00125 0.00525 0.00000 Lp 0.00150 0.00367 0.00000 Ln -0.00047 0.00006 0.00000 Story Displacements BYUI Science Building - Page 153 of 187 1 u`1 RAM Frame 14.06.02.00 'lll DataBase: Science Building 7-26-14 Building Code: IBC Sp 0.01220 -0.00957 0.00000 W 1 0.96075 0.01247 0.00000 W2 0.01343 1.51721 0.00000 W3 0.75376 0.04072 0.00000 W4 0.68737 -0.02202 0.00000 W5 -0.01561 1.02084 0.00000 W6 0.03575 1.25498 0.00000 W7 0.73063 1.14726 0.00000 W8 0.70994 -1.12679 0.00000 W9 0.59213 0.97178 0.00000 W10 0.50382 0.74911 0.00000 Wit 0.57666 -0.73388 0.00000 W12 0.48825 -0.95631 0.00000 El 1.27898 0.06764 0.00000 E2 1.27640 0.04349 0.00000 E3 0.01687 1.10404 0.00000 E4 0.02181 1.17437 0.00000 Level: Academic level 5 Hi, Diaph: 2 Center of Mass (ft): (163.76, -27.32) LdC Disp X Disp Y Theta Z in in rad D -0.00231 -0.00705 0.00000 Lp 0.00277 0.00235 0.00000 Ln -0.00052 0.00007 0.00000 Sp -0.00596 -0.04182 0.00000 Wl 0.97996 0.03080 0.00000 W2 0.02732 1.42461 0.00000 W3 0.76515 0.00803 0.00000 W4 0.70480 0.03817 0.00000 W5 -0.00888 1.21585 0.00000 W6 0.04986 0.92106 0.00000 W7 0.75546 1.09156 0.00000 W8 0.71538 -1.04468 0.00000 W9 0.61125 0.69682 0.00000 W10 0.52194 0.94052 0.00000 Wll 0.58132 -0.90481 0.00000 W12 0.49174 -0.66221 0.00000 El 1.28162 -0.05127 0.00000 E2 1.27430 0.00020 0.00000 E3 0.02022 1.06761 0.00000 E4 0.03070 0.93021 0.00000 Level: Academic Level 4 Ro, Diaph: 1 Center of Mass (ft): (83.37,-12.88) Page 2/4 07/29/14 21:37:11 BYUI Science Building - Page 154 of 187 Story Displacements RAM Frame 14.06.02.00 Page 3/4 DataBase: Science Building 7-26-14 07/29/14 21:37:11 Building Code: IBC LdC Disp X Disp Y Theta Z Center of Mass (ft): in in rad D 0.00724 0.02370 0.00000 Lp 0.00346 0.00493 0.00000 Ln -0.00050 0.00005 0.00000 Sp 0.01137 0.00824 0.00000 Wl 0.90363 0.01384 0.00000 W2 0.02316 1.15419 0.00000 W3 0.71617 0.02307 0.00000 W4 0.63927 -0.00231 0.00000 W5 -0.02290 0.82954 0.00000 W6 0.05765 0.90174 0.00000 W7 0.69509 0.87603 0.00000 Ws 0.66019 -0.85518 0.00000 W9 0.58036 0.69361 0.00000 W10 0.46227 0.62043 0.00000 Wil 0.55425 -0.60471 0.00000 W12 0.43603 -0.67805 0.00000 El 1.19326 0.02827 0.00000 E2 1.17946 0.02391 0.00000 E3 0.01855 0.84513 0.00000 E4 0.03964 0.85262 0.00000 Level: Academic Level 3 Up, Diaph: 1 Center of Mass (ft): (87.60,-12.61) LdC Disp X Disp Y Theta Z in in rad D -0.00623 0.00624 0.00000 Lp 0.00165 0.00260 0.00000 Ln -0.00024 0.00002 0.00000 Sp 0.00100 0.00097 0.00000 Wl 0.57742 0.00383 0.00000 W2 0.00767 0.68509 0.00000 W3 0.44097 0.00895 0.00000 W4 0.42517 -0.00321 0.00000 W5 -0.02684 0.48104 0.00000 W6 0.03835 0.54659 0.00000 W7 0.43882 0.51669 0.00000 W8 0.42719 -0.51090 0.00000 W9 0.35949 0.41665 0.00000 W10 0.29874 0.35837 0.00000 Wil 0.35073 -0.35397 0.00000 W12 0.29006 -0.41238 0.00000 El 0.73310 0.01598 0.00000 E2 0.72354 0.01009 0.00000 E3 0.00561 0.46618 0.00000 BYUI Science Building - Page 155 of 187 Story Displacements lRAM Frame 14.06.02.00 DataBase: Science Building 7-26-14 Building Code: IBC E4 0.02202 0.47703 Level: Academic Level 2 Ma, Diaph: 1 Center of Mass (ft): (42.87,-16.93) LdC Disp X Disp Y Theta Z in in rad D 0.00013 0.00033 0.00000 Lp 0.00010 -0.00015 0.00000 Ln 0.00002 -0.00001 0.00000 Sp -0.00001 0.00003 0.00000 W 1 0.01136 -0.00041 0.00000 W2 0.00085 0.02980 0.00000 W3 0.00886 0.00062 0.00000 W4 0.00818 -0.00124 0.00000 W5 -0.00050 0.01704 0.00000 W6 0.00178 0.02765 0.00000 W7 0.00916 0.02204 0.00000 W8 0.00780 -0.02256 0.00000 W9 0.00797 0.02121 0.00000 W10 0.00576 0.01186 0.00000 Wil 0.00694 -0.01225 0.00000 W12 0.00476 -0.02158 0.00000 El 0.01170 0.00190 0.00000 E2 0.01139 0.00044 0.00000 E3 0.00045 0.01739 0.00000 E4 0.00094 0.02030 0.00000 Page 4/4 07/29/14 21:37:11 Drift SAM Fame 14.06.02.00 Mine ae: Sdenee Building 7-26-14 0729114 21:37:11 Building Code: IBC Steel Code: HIC CRITERIA: Rigid End ones: ignore Effects MemWFoxe Oupuc A1Faeofl0inl p-De1u: Yes Sc:le FnnOn 1.00 Gerund Level: Base LOAD CASE DEFINITIONS: Drift HIlle X V 0.0000 0.0000 0.0000 0.0000 BOMB 0.0000 0.0000 0.0000 BOMB 0.0000 0.0000 BMM 0.0000 0.0000 BOMB 0.0000 Pege 3]21 07/29/14 21:37:11 Steel Code: MC D DudU.d RAMUSER Lp Poslive,nad RAMUSER Lu NegLiveLoad RAMUSER Sp PosRoofLiveUnd RAMUSER WI Wind 12 Wind ASCE7101X W2 Wind 12 Wind_ASCE710_1 Y W3 Wind 12 Wind ASCE110 3 X+E W4 Wind 12 WindASCE710 _%-E W5 Wind 12 Wind_ASCE710 2 Y+E W6 Wird 12 Wind ASCE710 2 Y -E W7 Wind 12 Wind-ASCE7103X+Y WE Wind 12 Wind ASCE710 3 X -Y W9 Wind 12 Wind ASCE710 X+y_CW 4_ASCE7104 W10 Wind 12 WindX+Y CCW Wit Wind 12 Wind ASCE710__4_X-Y CW W12 Wind 12 Wind _ASCEf10_4 X-Y_CCW EI EQ 12 EQ-ASCM10 X +E F E2 EQ 12 EQ_,ASCMl0)F E F 0 EQ 12 EQ_ASCE710 Y +E_F E4 EQ 12 EQ_ASCE710_Y-.E F RESULTS: LuaUan Q0:(-37.00.53.000) Story LdC DBplpeeenent Story Britt X Y X Y Io In In In Academie level D 0.0000 0.0000 0.0000 0.0000 Hi Lp 0.0000 0.0000 0.0000 0.0000 In 0.0000 0.0000 O.M 0.0000 Sp 0.0000 0.0000 0.000D 0.0000 W I Bmo D.0000 0.0000 0.0000 W2 0.0000 D.0000 0.0000 BW00 W3 0.0000 0.0000 0.0000 0.0000 W4 BOND 0.0000 0.0000 0+000 Drift RAM Frame 14.06.02.00 DalaBue: Sdmee Bullding 7-26.14 Building Code: RIC Drift HIlle X V 0.0000 0.0000 0.0000 0.0000 BOMB 0.0000 0.0000 0.0000 BOMB 0.0000 0.0000 BMM 0.0000 0.0000 BOMB 0.0000 Pege 3]21 07/29/14 21:37:11 Steel Code: MC Story LLC DBPI...... 1 $10ry DM DM Ralo W6 0.1558 0.7310 0.1587 0.7256 0.0008 0.0038 W7 0.4442 0.5173 0.2241 0.5158 0.0023 0.0027 WE 0.4264 45196 0.4210 45125 0.0022 0.0027 W9 RAM 0.5824 0.4783 0..5807 0.0025 0.0030 Wig 0.1875 0.1935 0.1878 0.1930 0.0010 0.01110 III] 0.4655 -0.1947 0.4611 -0.1901 0.0024 BOND W12 0.1741 4.5847 0.1704 4.5786 0.0009 0.0030 EI 0.8226 0.1240 0.8202 0.1265 0.0043 0.0007 Q 0.7587 0.0542 0.7563 0.0569 0.0039 O.W03 0 4.0088 0.4498 4.0056 BM66 0.0000 0.0023 FA 0.0928 0.5980 0.0953 0.5941 BOWS 0.0031 Academic Level D -0.0002 -0.0000 -0.0002 .0.0000 0.0000 0.0000 Ms 0.0000 0.0000 0.0000 0.0000 0.0000 E2 Lp -D.M2 -0.0000 .0.0003 40000 0.000D 0+000 Ln -0.0000 4.0001 4.0000 .0.0001 0.0000 0.0000 Sp 0.0000 40000 BMW .0.0000 0.0000 BMID WI 0.0037 -0.0037 0.0037 -0.0037 BOOM 0.0000 W2 4.0035 0.0056 40035 0.0056 0.0000 0.0000 W3 BM37 4).0031 0.0037 4.0031 0.0000 0+000 W4 0.0019 -0.0024 0.0019 .0.0024 0.0000 GOOD) W5 -0.0023 0.0030 -0.0023 0.0030 0.0000 BOND W6 -0.00" 0.0054 .0.0030 0.0054 0.0000 0.000(1 W7 0.0002 0.0015 0.0002 BOD15 0.0000 0.0000 WE 0.0054 .0.0071 0.0054 -0.0071 0.00(g] 0.0000 W9 9.005 0.0018 0.0005 0.0018 0,0001) 0+000 W10 -D.M3 0.0005 -0.0003 0.0005 0.0000 0.0000 Wit 0.0045 -0.0046 0.0045 -0.0046 0.0000 0.0000 W12 0.0036 .0.0061 0.0036 .0.0061 0+000 0.0000 EI 0.0025 .0.0025 0.0025 .0.0025 0.0000 0.0000 U DOD23 .0.0026 0.0023 .0.0026 (LOOW 0+000 E3 40022 0.0032 4.0022 0.0032 0.0000 0.0000 FA 4.0025 0.0039 .0.0025 0.0039 0.0000 0.0000 Locollon VIN".00,2.c.000) .0.9805 0.0643 -0.3958 0.0003 0.0021 Story LdC Displ."unal 0.2044 SIO, Ddfl 0.0804 DIM BIRO 0.0004 X Y X Y X V 0.0001 to in M 0 0.33% 0.0000 Academic levels D 0.0000 0.0000 0.0000 0.0000 0+000 &NM Hi Aadernm Level D -0.0060 0.0079 .0.0058 0.0079 0.0000 Lp 0.0000 0.0000 0.0000 BOOM 0.0000 BOND Ln 0.0000 BOOM 0.0000 0.0000 0.0000 0.0000 Sp 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 WI BOMB BOOM 0.0000 Bolting 0.0000 0.0000 BYUI Science Building - Page 156 of 187 �� IUM Fenne 14.06.02.00 N'. 2/21 �■ pV} DIa e: Sdmm Bu3lcing7.26.14 07/29/1421:37:11 MDI Bundingcede:IBC Steel Code: RIC Story we DBplecemcnl St., DrUl DWI Bello W5 BD000 BM 0.0000 0.0000 0.0000 0.0000 W6 0.0000 0+000 0.0000 (hom 0.000) 0.0000 W7 0.0000 0.0000 0.0000 BOOM 0.0000 0.0000 W8 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 We 0.0000 0.0000 0+000 0.0000 0.0000 0.0000 W10 0.000D 0.0000 BONG BOMB 0.0000 0.0000 Wil 0.0000 0+000 0.0000 0.0000 0.0000 0.0000 W12 0.0000 BODD) 0.0000 0.0000 0.0000 0.0000 EI 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 D.0000 0.0000 0.0000 E3 0.000D BOOM 0.0000 0.0000 MOD 0.0000 E4 0.0000 BOOM 0.0000 0.0000 0.0000 0.0000 Academie Leml4 0 0.0177 0.0414 0.0236 0.0335 0.0001 0.0002 Be Lp 0.0053 0.0107 0.0026 0.0080 0.0000 0.0000 Ln 40005 0.0001 -0.0002 0.0000 0.0000 0.0000 Sp 0.0203 0.0205 0.0197 0.0194 0.0001 0.0001 WI 0.8878 4).0108 0.3079 -0.0094 0.0016 0.0000 W2 0.0377 1.1713 0.0253 0.4802 0.0001 0.0025 W3 0.7515 0.0614 0.2688 0.0159 0.0014 0+001 W4 0.5802 -0.0776 0.1931 .0.0300 0.0010 0.0002 W5 .0.2063 0.5271 .0.0692 0.2215 0+004 0.0012 W6 0.2628 1+299 0.1071 0.4988 0.0006 0.0026 W7 0.6941 0.8704 0.2499 0.3531 0.0013 0.0018 W8 0.638108864 0.2117 0.3668 0.0011 0.0019 W9 A7607 0.9685 0.2819 0.3861 0.0015 0.0020 W10 029M 0.3371 0.0929 0.1436 BOWS 0.0007 Wit 0.7189 .0.3491 0.2533 .0.1544 0.0013 0.0008 W12 0.2383 .0.9805 0.0643 -0.3958 0.0003 0.0021 EI 1.3371 0.2044 0.5145 0.0804 0.0027 0.0004 E2 1.2211 0.0805 OA624 0.0263 0.0024 0.0001 E3 40131 0.7593 4.0043 0.33% 0.0000 0.0018 E4 OA573 1.0529 0.0645 0.4549 0.0003 0.0024 Aadernm Level D -0.0060 0.0079 .0.0058 0.0079 0.0000 0.0000 Up Lp 0.0026 0.0027 0.0028 0.0028 0.0(100 BOOM Ln -Bm()2 0.0000 4.0002 0.0001 0.0000 0.0000 Sp 0.0006 0.0010 0.0006 0.0010 0.0000 BOOM WI 0.5799 .0.0014 D.5762 0.0023 0.0030 BOND W2 0.0124 0.6911 0.0159 0.6655 0.0001 0.0036 W3 0.4827 0.0455 0.4790 0.0486 0.0025 0.0003 W4 0.3871 -0.0476 0.3853 4.0452 0.0020 0.0002 W5 4.1372 0.3056 .0.1349 0.3026 BM07 0.0016 RAM Fame 14.06.02.00 Pege 421 DenaMem: Science Building 7-26-14 %2911421:37:11 Building Code: RIC Sl«wode: RIC St.ry LCC DEplaemeot Story Drift MIR RAW W2 0.0000 O.OD00 0.0000 BOND 0.0000 0.0000 W3 0.0000 0.0000 0.0000 0.0000 0.0000 BOOM W4 00000 BMN D.M &MM 0.0000 0.0000 W5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 W6 0.0000 O.M 0.0000 0.0000 0.0000 0.0000 W7 O.M 0.000D 0.0000 BONN 0.0000 BOOM WE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 W9 0.0000 0+000 0.0000 0.0000 0.0000 BOMB W10 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Wil 0.0000 O.M BOMB 0.0000 0.0000 0.0000 W12 0.0000 O,OWD BOMB 0.0000 0.0000 D.MM EI 0.0000 0.0000 0.0000 0.0000 0.0000 0.D00D E2 O.OWO 0.0000 0.0000 0.0000 0.0000 0.0000 E3 0.0000 0+000 0.0000 0+000 BOON 0.0000 E4 0.0000 0.0000 0.0000 0+000 0.0000 0.0000 A®demi. Level D 0.0111 010230 0.0171 0.0171 0.0001 0.0001 b Lp 0.0043 0.0051 0.0023 0.0025 0.0000 O+00D Ln -0.0005 0.0001 4.0002 0.0001 0.0000 0.0000 Sp 0.0082 0.0135 0.0079 0.0000 W I O0.015DEM 0.0148 0.3153 0.0072 BM16 0.0016 0.0000 W2 Boo 0.0209 1.1593 0.4579 0.0001 0.0024 W3 0.039 0.0335 0.2676 0.2616 0.0186 0.0014 0.0001 W4 0.6039 0.2053 -0.0077 ODYM WS 4.1218 0.8273 0,8273 4.0924 0.3373 BOOK MS 0.0018 W6 0.1681 0.9091 0.0586 0.3496 0.0003 0.0003 0.0018 W7 0.6893 0.8763 0.2996 0.3488 0.0013 0.0018 W8 06425 -0.3603 0.2282 4.3405 0.001E 0.0018 W9 0.6723 0.7032 0.2227 01161 0.0013 00014 W IO 0.3616 0.6120 0.1222 0.2472 0.0016 0.0013 Wit 0.6375 4.5995 0.2326 .2409 0.0012 0.0013 WIZ 0.3263 -0.6909 0.1097 4 4.2695 0+006 0.0014 1.2809 0.0373 0.4931 0.0156 0+026 0.0001 0 E3 1±046 0.0296 0.009 0.0144 0.0229 0.0001 E3 0.0061 0.8725 -0.0008 0.3816 0.0000 0.0020 E4 0.1093 0.8151 BOMB 0.17]] O.pOp2 0.0020 Academic 4vel3 D -0.0060 0.0059 4.0059 0.0057 0.0000 0.0000 Up Lp 0.0020 0.0027 0.0021 0.0021 0.0000 0.0000 Ln .0.0002 0.0000 -0.0002 0.0000 0.0000 0.0000 Sp 0.0015 0.0013 0.0015 0.0013 0.0000 BOW W 1 0.5729 0.0075 0.5582 0.006E 00029 0.0000 W2 0.0201 0.6964 0.0191 0.6692 0.0001 0.0035 BYUI Science Buiillding - Page 157 of 187 I ft I RAM Frame 14.06.02.00 ® RAMFee: IbUriFDataBose:S 14,06Building Palle 5121 DataBau: S6cnce Building 7.26-14 M 072911421:37:11 Building Code: IBC Building Coda: MC Sial Code: BIC Story LEC DDplaeeotent Story Drift DrRt Ratio W3 0.4607 0.0149 0.4486 0.0130 0.0023 0.0001 W4 0.3986 AM36 0.3887 -0.0037 0.0020 O.M00 W5 40794 0.4901 .0.0782 0.4691 O.WM 0.624 W6 0.1095 0.5546 0.1067 0.5272 O.MM 0.0027 W7 0.4447 0.5280 0.4329 0.5028 0.0023 0.0026 WE 0.4143 -0.5198 0.40,10 0.4963 0.0021 0.0026 W9 0.4276 0.4271 0.4165 0.4052 0.0022 0.0021 WIO 0.2394 0.3649 0.2329 0.3490 0.0012 ME Wit 0.4048 -0.3587 0.3948 4.3440 0.0021 00018 W12 0.2167 0.4211 03112 AOD5 0.611 O.W21 EI 0.7852 0.0217 0.7685 0.0182 O.OMD 0.0001 E2 0.7421 0.0152 0.7265 0.0129 0.0408 OMI E3 0.0070 0.4909 0.0065 0.4710 0.0000 0.0025 E4 0.0675 0.4974 0.0660 0.4759 0.00" 4.625 Aendanic4 ol2 D -0.0001 O.OW2 -0.0001 0.0002 0.0000 0.000D Ma 0.01102 E2 1.2794 0.0543 0.0937 40D51 Lp -0.0001 0.0000 -0.0001 0.0000 0.0000 0.0000 Ln 0.0000 4.0000 0.0000 -0.0000 O.000O QWM Sp 0.0000 -0.600 0.0000 Amid 0.0000 0.1000 WI 0.0147 OMM 0.0147 DA014 0.0001 0.0000 W2 0.0010 0.0322 0.0010 0.0322 0.0000 0.0002 W3 0.0121 0.0019 0.0121 0.619 0.0001 (LOOM W4 0.0099 0.0002 0. M OA002 0.0001 0.0000 W5 -0.0012 0.0210 -0.0012 0.0210 D.WW 0.0001 W6 0.0027 0.0273 Mill 0.0273 D.MM 0.0001 W7 0.0118 0.0252 0.0118 0.0252 0.0001 0.0001 WE 0.0103 0.0235 0.0103 .0.0235 0.0001 0.0001 W9 0.0111 0.0219 D.0111 00219 O.00DI O.W01 Will 0.0065 0.0158 0.0065 0.0158 0.0000 0."01 Wil 0.0100 -0.0147 0.0100 -0.0147 0.0001 OMI W12 0.0055 0.02" 0.0055 -0.0206 0.000) 0.0001 EI 0.0166 0.0036 0.0166 0.0036 0.0001 0.0000 E2 0.0156 0.0023 0.0156 O.OD23 O.Ml 0.0000 EI 0.005 O.DI99 O.WO5 00199 0.0000 0.0001 E4 0.0015 0.0215 0.0015 0.0215 O.WM 0.0001 Laadon (0):(15.190-12.780) 0.0018 EI 1.2178 0.1265 0.4629 story Ldc DOplaeeme.t Story Drift E2 DrIRRae. 0.0594 X Y X V X Y 0.8213 to In In In E4 0.0433 Academieleve15 D 0.0038 0.0121 44008 -00218 0.0000 0.00" Bi .0.0068 O.W70 BOOR) 0.0000 Up Lp 0.0011 0.0026 -DAM3 4.0060 0.0000 0.0001 0.0027 0.0022 Drift ROOM OAOW Ln 4.0002 RAM Frame 14.0602.00 -0.0002 O.WW 0.0000 0.0000 Palle 721 M Mine..: Ed.. Building 7-26-14 "/2911421:37:11 RAM Frame 14.06.02.00 Building Code: M page 821 e■ M Stal Code: IBC Story Uc Dbpl¢emeot Story Drift 01129/1421:37:11 Drift Rall. Sp 0.0016 0.613 0.0016 0.0013 0.0000 0.0000 W 0.5833 0.0051 0.5M7 0.0059 0.0029 0.0000 W2 0.0189 0.7050 0.0133 0.6645 0.0001 0.0035 W3 0.4566 0.0306 0.4917 0.03(1 0.0023 0.602 W4 0.4184 4.0231 0.4053 40211 0.0021 0.0001 W5 .0.0277 03844 4488 0.3614 0.0002 0.0019 W6 0.0560 0.6731 0.M88 0.6353 00003 0.0033 W7 0.4517 0.5325 0.4335 0.5028 0=3 0.0026 WE 0.4215 45253 0.4120 44943 0.0021 0.0026 W9 0.3845 0.5278 0.3679 0.4990 0.0019 0.0026 Will 0.2930 0.2710 D.2824 0.2552 0.0015 D.0013 Wil 0.3618 42655 0.3518 42488 0.0018 O.W13 W12 09M 4.5225 0.2662 A4927 0.0014 0,0026 EI 0.7549 0.0796 0.7354 0.0772 0.0038 O.MM m 0.7323 0.0387 0.7138 0.0384 0.0037 OMM E) 0.0160 0.4696 0.0130 0.4453 0.0001 0.0023 E4 OMM 0.5621 0.0312 0.5333 0.0002 0.0028 AcademieL .l2 D AWOO OA003 -0.0000 0.0003 0.0000 0.0000 Me 4.1983 0.00" O.9D24 EI 1.3151 0.0281 Lp 0.0001 -0.000) O.OWI -0.000 0.0000 DAM U 0.0000 -0.600 0.0000 -BM 0.0000 O.00W Sp .0.0000 -0.0000 -0.0000 -0.000 0.006 OMD WI 0.0186 404 0.0186 40009 0.0001 O.MW W2 0.656 0.0405 0.0056 0.0405 0.600 0.04" W3 0.0149 0.006 0.0149 0.0006 0.001 0.0000 W4 0.0131 -0.0019 0.0131 .0.019 0.0001 0.0000 WS O.M1I 010230 0.0011 0.0230 0.600 0.0001 W6 0.0073 0.0378 0.0073 0.0378 O.OMO OAM2 W7 0.0182 0.0297 0.0182 0.0297 0.601 0.002 WE 0.696 40310 0.006 .0.0310 0.0000 D.0002 W9 0.0166 0.0288 0.0166 0.0288 0.061 0.062 W10 0.0107 0.0158 0.0107 0.0158 O.00DI 0.601 Wit 0.0101 4..0167 0.0101 .0.0167 0.061 0.0001 W12 0.0043 40297 ).OM3 -0.M97 0.600 0.0002 EI 0.0195 0.0024 0.0195 0.024 0.601 O.mO Eo 0.0186 0.603 BONS 0.603 0.001 0.060 E3 0.630 00243 0.0030 0.0243 0.0000 0.0001 E4 0AO" 0.0288 0.644 0.0288 0.0000 0.602 Location U0:028.810-12.7an 4.2675 9.0011 0.0014 W12 0.4185 Stoq IAC DBplaemeot .0.2356 Story Drift D.0012 Drift Ratio 1.2119 % V X V X Y LIM In In a N OAWI E3 BYUI Science Buiillding - Page 157 of 187 ft ® RAMFee: IbUriFDataBose:S 14,06Building Page 6/31 M Science Building 7-26.14 072000421301 Building Coda: MC Slal C.&: MC Story Ldc DHph"in'.t Story DrIft Drift Ratio La -0.0005 0.0000 -0.0000 -BOOM 0.0100 D.0000 Sp 0.0191 0.0098 0.0083 -O.WS9 O.OWI 0.0001 WI 0.9553 40051 0."91 -0.0079 0.0006 0.0001 W2 -0.0039 1.4653 .0.0232 0.2942 O.00D3 0.0035 W3 0.7587 0.0516 0.0356 0.0023 0.00" O.000D W4 0.6742 4..0592 0.0380 -0.0142 0.0005 DAM W5 4.0891 0.8211 4.0412 0.1729 0.0005 D.0021 W6 0.0782 1,3769 0.0080 0.2685 OAMI 0.0032 W7 0.7135 1.0952 0.0202 01148 0."02 0.0026 W8 0.7189 .1.1005 0.03% .01254 0.0007 0.0027 W9 0.6717 1.0714 0.0327 0.2031 0.00" 0.0024 WIO DA426 0.5714 .0.0024 0. 11 90 0.0000 0.0014 Wil 0.6318 4.5757 0.0589 .0.1271 0.0007 MIS W12 0.4466 -1.0751 0.0245 .0.2110 BWD 0.0025 E1 1.3047 0.14" 0.0869 0.0140 aWlO 0.01102 E2 1.2794 0.0543 0.0937 40D51 00011 00001 E3 -0.0092 1.0273 -0.0263 0.2059 OAW3 O.W25 E4 O.MU4 1.2277 .0.0029 0.2401 0.0000 0.0029 Aademic Lerel4 0 0.0046 0.0339 0.0114 D.02M 0.0001 DMI Ro Lp 0.0014 0.0086 -0.0008 0.0059 O.00W 0.0000 La AOMS 0.0001 4.0003 O.WM D.MM Ulm Sp 0.0108 0.0157 0.0092 0.0143 0.0000 0.0001 WI 0.9062 0.0028 0.3229 -O.M23 0.0017 0.00110 W2 0.0182 1.1711 4.0007 0.4661 0.0000 0,0024 W3 0.7231 0.0493 0.2665 0.0186 0.0014 0.00" W4 0.6362 -0.0451 0.2178 4.0220 0.0011 0.0001 W5 0.0429 0.6482 .0.0152 0,2638 0.0001 0.0014 W6 0.0702 1.1084 0.0142 0.4353 0.0001 0.0023 W7 0.6933 0.8804 0.2417 0.3479 0.0013 0.0018 WE Q603 48751 0.2418 -0.3499 0.0013 0.0018 W9 0.5950 0.8683 0.2105 0.3405 0.0011 0.0018 Wit) 0.4450 0.4524 0.1519 0.1814 0.008 0.0009 Wil 0.5729 4.4486 0.2111 .0.1831 0.0011 O.ODIO W12 0.4221 4.86.1 0.1516 -03417 0.0005 0.0018 EI 1.2178 0.1265 0.4629 0."69 0.0024 0.0002 E2 1.1857 0.0594 0.4534 OA207 0.0024 0.0001 E3 0.0170 0.8213 0.0010 0.3517 0."00 0.0018 E4 0.0433 0.9876 0.0077 0.4254 O.00W D.0022 AvdmicUM3 D 0.0069 0.0073 .0.0068 O.W70 BOOR) 0.0000 Up Lp 0.0023 0.0027 0.0022 0.0027 ROOM OAOW Ln 4.0002 0.0000 -0.0002 O.WW 0.0000 0.0000 RAM Frame 14.06.02.00 page 821 e■ M Data a: Sriena Building? -26-14 01129/1421:37:11 Building Cock: RIC Stat Code RIC Story LdC DBpacement Story MR Drift Redo Aadarrik 1.15 0 -0.0057 4.0165 4.0113 4.074 0.0001 0.00" Hi Lp 0.0030 0.0028 O.OW4 44"5 0.0000 0.0000 Ln -O.OMs O.o001 -0.0000 0.0000 Bawo 0.0000 Sp 4.0141 -00634 -0.0247 -0.0698 O.0M3 0.0008 WI 0.9750 0.0200 MIS -0.0009 0.0010 0.1)(0] W2 0.0310 1.4320 0.0108 0.2871 BOOM 0.0034 W3 0.7767 0.0347 0.0662 0.0121 0.0008 0.0001 W4 0.6858 -0.0047 0.0562 40135 0.0007 O.OM2 W5 .0.0603 1.0924 40193 0.1793 0.0002 0.0021 W6 0.1068 1.0556 0.0355 0.2513 0.0004 0.0030 W7 0.7545 1.0890 0.0693 0.2146 O.MOB D.0026 WE 0.7087 .1.0588 0.0538 42151 0.0006 0.0026 W9 0.6626 0.8178 0.0763 0.1975 0.0009 0.0024 Will 0.4691 0.8158 0.0277 0.1244 0.0003 0.0015 Wit 0.6284 .0.7925 0.0646 4.1243 0.0008 O.WI5 Wit 0.4347 4.7957 0.0161 4.1983 0.00" O.9D24 EI 1.3151 0.0281 0.1031 0.0482 0.0012 0.0006 a LEE 0.0243 0,1052 0.0120 0.0013 0.0001 E3 0.0128 1.0489 -0.0000 0.1690 0.0000 0.0020 E4 0.0618 1.0034 00199 0.1982 0.0002 00024 Academic Lece14 D 0.0056 0.020 0.0117 0.0151 0.0001 0.0001 So Lp O.W26 0.0043 0.607 0.0017 0.0000 0.0000 La -0.0005 0.0001 40302 O.0M1 0.0000 OAMO Sp 0.0100 0.0064 0.0092 0.0058 0.0000 O. 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Story Grin Drift Redo Drift Ratio Aoodemlel el3 D AM 0.0117 .0.0065 0.0113 0.0000 0.0001 Up 07)2911421:37;11 Building Cade: RIC Lp 0.0013 0.0031 GOOD 0.0029 0.0000 0.0000 Ln -0.0003 0.0000 -0.0003 0.0000 GODOD 0.0000 X Sp 0.0010 0.0060 0.0011 0.0059 0.0000 0.0000 WI 0.5976 0.0132 0.5906 0.0138 0.0031 0.0001 Ri W2 .0.0044 0.6857 -0.0006 0.6725 0.0000 0.0035 0.0015 W3 0.4220 0.0376 0.4179 0.0375 0.0022 0.0002 0.0001 W4 0.4744 -0.0179 0.4680 .0.0168 0.0024 0.0001 0.0032 W5 0.0266 0.1966 0.0288 0.1922 0.0002 0.0010 0.0145 W6 .0.0332 0.8319 -0.0298 0.8166 0.0002 0.0043 0.0000 W7 0.4449 D.5242 0.4425 0.5147 0.0023 0.0027 0.0000 WB 0.4504 -0.5051 0.4425 .0.4947 0.0023 0.0026 W5 W9 0.2916 0.622 0.2911 0.6405 0.0015 0.0033 0.0355 WIG 0.3757 0.1341 0.3726 0.1315 0.0019 0.0007 1.1718 WII 0.2961 .0.1193 0.2915 41161 0.0015 0.0006 0.0501 W12 0.3795 -0.6383 0.3722 -0.6260 0.0019 01033 0.1662 EI 0.6816 0.1509 0.6773 0.1497 0.0035 0.0008 O.OW4 E2 0.7148 0.0780 0.7100 0.0779 0.0037 0.0004 O.OD30 E3 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0.0001 W4 0.6674 0.0553 0.2209 0.0333 0.0012 0.0002 W5 0.0279 1.0780 0.0278 0.4720 0.0001 0.0025 W6 .0.0100 0.6359 4.0165 0.2665 0.0001 0.0014 W7 0.6888 0.8790 02511 0.3178 0.0013 0.0020 WB 0.6723 .0.8329 0.2404 .0.3486 0.0013 0.0018 W9 0.5118 0.4685 0.1901 0.2073 0.0010 0.0011 WIG 0.5215 0.8500 0.1865 0.3789 111010 0.0020 Wil 0.4994 4.8144 GIN -0.3456 0.0009 0.0018 W12 0.5090 -0.4349 0.1782 .0.1772 0.0009 0.0009 EI 1.1211 40959 0.4301 .0.0246 01022 0.0001 E2 1.1560 40227 OA455 0.0102 0.0023 0.0001 E3 0.0216 0.8730 0.0100 0.4269 0.0001 0.0022 E4 -00059 0.6864 -0.0028 0.3292 0.0000 0.0017 Nil RAMFreme14.06.02A0 Drift Pase 17121 DanuBase: Scime Building 7.26.14 07129/1421:37:11 Building Code: MC Steel Code: IBC Story LOC OBplatement Story Dan Drift Rallo Academie Level3 D -0.0063 O.MS -0.0063 0.0048 O.M 0.0000 Up Lp 0.013 Om21 0.0013 0.0021 0.0000 BOOM Ln ANN 0.0000 -0.0003 O.00W 0.0200 BOOM Sp BOWS 0.002 OmD5 0.0002 0.000 0.M WI 0.5793 OWN 0.5793 0.006 O.WIS Om00 W2 0.0044 0.6503 Om44 0.6503 O.M 0.0017 W3 0.4224 0.0211 0.4224 .0.0211 Omn 0.0001 W4 0.4465 0.0220 0.4465 0.0220 0.0012 0.001 WS 0.0001 0.6060 0.0001 0.6060 0.0000 O.NI6 W6 O.OW5 0.3694 O.N65 03694 0.0000 0.0010 W7 0.4378 0.4882 0.4378 OAH82 O.WI1 0.0013 008 0.4319 44843 0.4319 -0.4843 0.0011 0.0013 W9 0.3217 0.2613 03217 0.2613 D.00W 0.007 WIO 0.3349 0.4710 0.3349 0.4710 BOWS O.W12 WII 0.3170 A.4688 0.3170 .0.4688 0.008 0.012 W12 0.3308 .0.2576 0.3308 -0.3576 OWN 0.0007 EI 0.6910 .0.0713 0.6910 40713 0.0018 OA002 E3 0.7105 40329 0.7105 ANN 0.0019 0.001 E3 0.0116 OM62 0.0116 0.4462 OWN 0.812 E4 -0.W32 0.3572 -0.0032 0.3512 O.MW O.WO9 Amdemie Level2 D OOMO OWN O.DM 0.0000 O.ONO 0.0000 Me 0.0000 OAMO 0.0000 010000 O.WW OWN Lp 0.0000 0.000 0.WN BOOM 0.0000 0.0000 Ln OWN 0.0000 0.0000 OWN O.OWD O.ONO Sp OWN 0.000 BOOM BOD OWN 0.0000 WI 0.200 0.02300 0.00 0.00 OWN 0.000 W2 OWN OWN OBW0 0.0000 0.0000 OWN W3 O.OWB O.NOD OBWO 0.0000 0.0000 OWN W4 ONOD 0.0002 BOOM BOOM 0.0000 o.00N W5 OWN 0.200 0.0000 OWN OWN O.ONO W6 O.WN OODOO BOOM 0.00 OWN 0.000 W7 0.080 OWN GOON OWN &OWN O.NN ws O.DNO O.NN O.WD 0.000 OWN O.OWD W9 O.ONO km 0.00 BONO BOOM 0.000 WI0 OWN O.WOD 0.000 BONG OWN 0.0wo wit 0.0000 BON BOOM 0.0W 0.2000 0.0000 W12 BOOM BONG 2.0000 OWN 0.00W 0.00 EI O.MOO OWN OWN 0.OWN 0.000 OWN m O.WN 0.0000 BOND BOOM 0.0000 O.ONO 0 O.OWD 0.0020 OWN O.00N OWN O.OWO E4 O.OWO OWN BONO 0.00M O.NOD 0.0000 LocaOou 4f0e(83.000,-02.000) \' RAM Fmme 14.06.02.00 � Page 1981 RAM Dale snoe Science Building 7-26-14 07129/1421:37:11 Building Code: IBC Steel Code: MC Story LOC DBpbeement Story Drift Dam R.H. AcademicL 03 D -BW62 OWN .0.0056 0.0063 O.ODN 0.0000 Up Lp 0.0012 0.0227 0.0014 0.0029 BAND O.00W Lo .0.0003 0.0000 -BOOM BOOM 0.0000 0.0000 Sp 0,006 0.0005 BOOM OOM5 OANO OWN WI 0.5778 0.0050 0.5681 O.W58 0.230 MOON W2 -0.0050 0.7112 -0.0012 0.6734 BOND 0.235 W3 0.4150 0.0156 0.4080 0.0154 0.0021 0.0001 W4 0.4517 .0.0081 0.4442 -0.0066 O.W23 OWN W5 0.0347 DAN6 0.0377 OA648 0.0002 0.024 W6 -0.0422 0.5761 -0.0395 0.453 0.0202 O.W28 W7 0.42% 0.5371 0.4252 0.5294 0.0022 0.0027 WB 0.4366 4.5251 OA266 -0.4969 Om22 0.0026 W9 0.2796 0.4438 0.2763 0.4205 0.014 0.0022 W10 03648 0.3619 0.3614 03437 O.WI9 O.MIS WII 0.2847 -2.3524 0.2774 -03340 0.0014 0.017 W12 0.3701 .0.4352 0.3625 -0.4114 0.019 0.0021 EI 0.6706 0.0265 0.6602 0.0253 Omm O.ONI E2 0.7011 0.0172 0.6923 0.0171 0.0036 0.DO1 E3 0.0083 OA920 0.0105 DAMS O.N01 0.024 E4 -0.0297 0.5276 .0.0272 OAS38 OWO1 0.0025 Aeadetrde Level 2 D 4.0006 -O.W23 -BOM ANN 0.000 0.00M Me 0.0000 OAMO 0.0000 010000 O.WW OWN Lp -0.002 0.0002 4.202 4.022 0.0000 RAW Ln 0.0000 4.ONO OmOO -0.00W O.ONO OWN Sp 4.000 -O.00W 4.ONO -0000 O.OWO O.00N WI 0.097 A.0008 0.0097 -.0008 BONI 0.0000 W2 4.2038 0.0377 -0.0038 0.0377 0.000 0.002 W3 0.0070 OWN 0.270 O.OW2 OWN OWN W4 0.0075 -O.WI4 Om75 .0.014 0.0000 0.0000 W5 .0.0030 0.0258 4830 0.0258 O.WM 0.001 W6 -0.0027 0.2308 -0.827 0.0308 0.000D OWN W7 0.044 0.0277 0.0014 0.0277 OWN 0.801 WB 0.0100 -NSI BOIOD -0.0281 0.2001 0.0001 W9 0.02332 0.0233 OWN 0.0233 BOOM 0.0201 WIO 0.0034 0.0182 BOOM 0.0182 O.M 0.821 WII OWN 4.0104 OWN 4.0184 0.0000 BONN W12 0.0077 4.0238 2.0077 4.0238 OWN 0.801 EI 0.0124 0.813 HIM 0.0013 OmOi 0.0000 E2 0.0108 BNOI BOON 0.0001 0.001 OWN E3 -0.822 0.0222 -0.822 O.W22 0.000 0.821 E4 -0.W24 0.837 40024 0.0237 OWN BN01 LOenllan 230: (242.00D.-109.000) BYUI Science Building - Page 160 of 187 0.020 40004 O.W23 -0.0027 PnC BAN Ir, 40208 /I RAM Frame 14.06.02.00 -0.0001 0.0000 O.00W Sp pope IW] -0.0057 DauB . Science Building 736.14 -0.257 0.000 0.0000 w1 00129/1421:37:11 0.0339 Buildlog Code: MC 0.0600 0.0019 0.0003 W2 0.0228 Steel Code: MC Story IAC DBploeemeal Story Drift Dan Rollo W3 X V X V X V W4 In In In On 0.0015 0.0005 Arademic level D 0.0000 0.0000 0.0000 BOOM BOOM 0.0000 Bi .0.2145 0.4346 -0.0289 0.2616 0.0022 0.0014 Lp 0.0000 BOOM OWN OWN 0.ONO 0.M Ln ONO OWN 0.0000 O.D00 0.0000 O.WOO Sp BOOM 0.0000 BOOM BOOM 0008 O.OWO WI 0.000 OWN OWN OO M O.WOD 0.0000 W2 0.0000 o.M O.M omoD o.ODOO OODW W3 DOW OAND 0.0000 OWN OAWO BOOM W4 OWN 0.0000 0.0000 0.800 0.0000 OBOOD ws 0.008 OMM O.OWO O.N00 0.0000 0.0000 W6 O.OWO OWN OWN BOOM BOOM 0.000 W7 OA00 O.MN OWN O.WDD O.M OA000 WO OADO BOND O.OWD OWN 0.0000 O.ONO W9 0.0000 OAMO 0.0000 010000 O.WW OWN W10 2.002 O.W00 0.000 BOOM O.MW 0.000 Wil 0A000 OWN BOOM O.NM 0.0000 O.NW W12 0.0000 0.000 OWN OWN 0.0000 O.WOO EI 0.WDO BOOM 0.0000 OWN 0.002 0.0202 E2 O.00m O.OWD O.OWO OmOD 0.0000 0.0000 E3 O.MOO 0.0000 O.OWO OWN OmW BOOM E4 0.000 O.WM OWN 0.080 OWN OOWO Awdemicl,evel4 D 0.0034 0.0270 0.0096 0.0210 D.OWI OOWI RO Lp 0.0031 0.0064 0.0019 0.0036 ROGM HOW Le 4.0005 O.OM1 -0.0003 BOOM OWN 0.0000 Sp 0.0073 0.0102 0.0067 0.007 OWN 0.081 WI 0.9097 0.0103 0.3319 0.053 0.0017 0.000 W2 0.0124 1.1872 0.0174 0.4761 0.801 0.0025 W3 0.6974 0.0353 0.2824 0.0197 0.0015 "DOD W4 0.6672 -().2199 0.2155 -0.0118 Omil O.OWI WS 0.0882 2.8336 0.035 0.3429 O.N23 0.0018 W6 -D.0696 0.9473 -0.0274 0.3712 O.000I 010019 W7 0.6916 0.8981 0.2620 0.3610 O.W14 0.0019 we 0.6726 .0.8732 2.2362 -0.481 0.0012 O.WIS W9 0.4708 0.7370 0.1913 2.2932 0.0010 O.W15 WIO 0.5666 0.6103 0.2017 0.2484 Omll BW13 WII 0.4563 45909 0.1716 4.2385 O.NW 0.0212 W12 0.5526 4.7189 0.1825 42837 O.NIO 0.0015 EI LOU 0.0372 0.428 0.0106 0.022 0.0001 0 1.1499 0.0276 0.4488 0.0104 0.823 0.0001 0 0.0392 0.8737 0.030 0.3817 0.082 0.0020 E4 -0.0325 0.0976 4028 0.398 O.ONO 0.2020 DjJft RAM Frame 14.06.02M02m page 20121 Datellm: Science Building 7.26.14 07/291142177:11 Buildiog Code]BC Stat Code: IBC Story IAC Displacement Story Drift Dan Bello X V % V X V W le W W Aeademic level D 0.0002 BOOM OWN OAMO 0.008 O.DWO RI Lp 0.800 OWN OWN O.NOD O.DWO 0.0000 In Omm OWN 0.002 O.WOD O.OMO O.OWD Sp OWN O.00M 0.0000 O.ONO DODO 0.0000 WI OWN OWN OWN O.OWO O.00W) 0.000 W2 BOND 0.0000 0.0000 0.000 0.000 O.M W3 0.0200 BOOM 0.0000 0.0000 0.0000 0.0000 W4 0.000 BOOM OOOW O.WW 0.0000 0.0000 ws OMW 0.000 OWN HOW O.NN 0.0000 W6 OWN 0.0000 OWN OWN BONN HOW W7 OWN 0.0000 OWN 0.WM O.000D OWN WB BOOM OWN 0.000 0.0000 0.0000 OOMO W9 Omw O.ODW BOWO 0.MW 0.0000 O.M WIO OWN OWN OWN O.ODN 0.000 BOND Wil MONO 0.0000 0.080 0.0000 O.MM 0.0000 W12 BOOM 0.000 0.080 OWN 0.00230 BOND EI 0.0000 OWN BOOM O.00W 0.000 0.0wo 0 OWN ^.MOO 0.000 10NO O.N00 o.NW E3 OWN BOND 0.0000 O.OWO BOND O.WDO Ed 0.0000 0.020 O.WN O.OWD BOOM 0.0000 Aeaderriel,eve14 D -0.008 0.869 0.0064 O.W31 0.0000 O.MM Ra Lp 0.020 40004 O.W23 -0.0027 Dm00 BAN Ir, 40208 -0.001 A.N05 -0.0001 0.0000 O.00W Sp 0.0034 -0.0057 0.229 -0.257 0.000 0.0000 w1 0.9221 0.0339 0.3610 0.0600 0.0019 0.0003 W2 0.0228 1.1754 0.0762 0.5810 0.0004 0.030 W3 0.6337 .0.0702 0.2515 .0.000 0.013 0.0000 W4 0.7494 0.1210 0.2899 0.075 0.0015 0.0005 W5 0.2487 1.3286 0.1431 0.6099 BOOM 0.0032 W6 .0.2145 0.4346 -0.0289 0.2616 0.0022 0.0014 009 MOM 0.070 03279 0.4012 0.017 O.W25 WB 0.6739 -0.0513 0.2137 .0.3870 0.011 Om20 W9 0.3144 01733 0.1672 0.1913 0.00 0010 W10 0.7485 1.0072 0.3248 0.5305 0.0017 2.0028 wit 0.2888 -I.N30 0.0815 -2.4577 BOON 0.0024 W12 0.7220 .01352 0.2391 4.1240 0.012 0.0006 EI 1.0077 -0.2097 0.3926 -0.023 0.020 Om03 E2 1.0994 4.0851 0.4431 0.00E 0.0023 OWN E3 -0.057 0.8364 2.0570 0.4701 0.0203 0.024 E4 .0.1316 0%29 .0.0115 0.3210 0.0001 Oml7 BYUI Science Building - Page 161 of 187 Drift I RAM Frame 14.06.02 DO Fege 21/21 ]).!n& m. Science Building 1-26.14 0729/14 21:37:11 Building Codc: MC Steel Colic MC Sic" LSC DBplaameid Sorry D60 DIED R.O. Academic1 cl3 D -0.0012 0.0037 40012 0.0037 0.0000 0.0000 Up Lp -0.0003 0.0009 -0.0003 0.0004 0.0000 0.0000 Ln -0.0000 -DLm0 4..0003 -0.000 ODWO 0.0000 Sp 0.0005 41.0000 0.0003 .0.0000 0.0000 0.0000 WI BMI1 -0.0267 0.5611 .0.0267 0.0015 O.MDI W2 -0.0534 0.5945 40534 0.5945 0.001 0.0015 W3 0.3822 -0.0636 0.3822 -0.0636 0.0010 0.0002 W4 0.4594 0.0235 0.4594 0.0235 0.0012 0.0001 W5 0.1056 0.7187 U056 0.2187 0.003 0.0019 W6 -0.1856 0.1730 41856 0.1730 BONS 0.0005 W7 0.3808 0.4258 0.3808 0.4258 0.0010 0.0011 W8 0.4602 4.4635 0.4602 .0.4635 0.0012 0.0012 W9 0.1474 0.0820 0.1474 0.0820 0.0004 0.0002 W10 0.4237 0.5567 OA237 0.5567 0.0011 0.0014 Wil 0.2073 4.5843 0.2073 .0.5843 0.000 0.0015 W12 0.4829 41.1109 0.4829 4.1109 0.0013 0.0003 EI 0.6151 -0.1473 0.6151 .0.1473 0.0016 0.0004 E2 0.6564 -0.0913 0.6564 .0.0913 0.0017 0.0002 E3 -0.0628 0.3663 4.0628 0.3663 0.0002 0.0010 E4 4.1202 0.2419 .0.1202 0.2419 0.0003 0.0006 AwEemie 1 cl2 D 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Me Lp 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 Ln 0.0000 0.0000 BOND D.0000 DAN 0.0000 Sp 0.0000 BOW 0.0000 0.0000 0.0000 0.0000 w 0OOM 0.0000 BAWD 0'000 0.0000 0.0000 W2 Boom 0.001m, 0.000 0.0000 0.0000 0.0000 W3 0.0000 Bo0O 0.000 0.0000 0.0008 0.0000 W4 0.0000 0.0000 0.000 0.0000 BOW 0.0000 W5 0.0000 0.000 0.000 0.0000 0.000 0.00 W6 0.000 0.0000 0.0000 BOW 0.00 BOOW W7 0.0000 0.0000 0.000 04000 0.0000 BOOM WS O.MOD 0.0000 0.0000 0.000 0.0000 0.0000 W9 0.0000 0.0000 0.000 0.MM 0.0000 0.0000 W10 0.500 0.0000 OAmO 0AW DIM 0.000 wll O.W00 0.0000 0.000 0.0000 O.WW 0'00 W12 0.500 0.000 0.0000 0.0000 0.005 0.00 E1 0.0000 0.000 0.500 0.0000 0.0000 0.0000 0 0.500 o.BDoo 0.0000 B.WD 0.010oB 0.0000 E3 0.050 0.0000 0.0000 O.000D o.0000 0.000 E4 0.00 0.500 0.0000 0.050 0.0000 0.000 LOAD COMBINATIONS: IBC 20121 ASCE 7-10 ASD I IAOOD 2 • I.WDD+I.000Lp 3 • 1.000D+1.00DLn 4 • LODOD+IAOOSp L\�\ Code Check Summary ' RAM Frame 14.06.02.00 N'a 3129 e� R Data&ue: Science Building 7.26'14 07129114 21:42:14 M Building Code: me Steel Code: AISC360-IO ASD CRITERIA: 51 Rigid End20nce: Ignre Efforts Member Force Outpue At Face oflolnl P -Delo: Ya SWe Factor. 1.00 Omund Level: Base 53 Mesh Criteria: Mu. Diaiance Between Nod.On M.b Line (R): 3.00 Mesge Nod, Tolerance (kO : 0.0110 GeometryToleenstee (in) : 0.0051 Out-oLpinalfarD sNol Had in Analysis. Can. a Sign not camidcIm for Dynamic Load Cos-R.uln. Stan Rigid Links Net Included m Find Bcam+o-Well Lowriona Eigmvelue Analysis: Eigrn Vortors 57 LOAD COMBINATION CRITERIA: Snow Factor Use Reduced Fanor(0.2) on Snow in Cambir-Imre miih Seismic Sds(far EA 0.297 noX LOW noY 1.000 LOAD CASE DEFINITIONS: 61 D DwdL ad RAMUSER Lp PosUveluad RAMDSER In NegU,aload RAMUSER Sp PonRoo113veUed RAMUSER WI Wind 12 Wind ASCE710 1 X W2 Wind 12 Wind ASCE710_1 Y W3 Wind 12 Wind ASCE710 2_X+E W4 Wind 1.' Wind ASCE710_2_X-E W5 Wind 12 Wind _ASCE710_2 Y+E W6 Wind 12 Wind ASCE710_2Y-E W7 Wind 12 Wind_ASCE710_3 X+Y WS Wind 12 Wind ASCE710 3 X -Y W9 Wind 12 Wind ASCE710_4_X+Y CW WIO Wind 12 Wind _ASCE710_4X+Y CCW Wit Wind 12 Wind ASCE710_4_X-Y CW W12 Wind 12 Wind ASCE]IU 4_X-Y_CCW EI EQ 12 EQASCE710 X +E_F E2 EQ 12 EQ-ASCE710_X_ E F 0 EQ 12 EQ_ASCE710_Y +E F E4 SQ 12 E0_ASCE710_Y -EF LOAD COMBINATIONS: IBC 20121 ASCE 7-10 ASD I IAOOD 2 • I.WDD+I.000Lp 3 • 1.000D+1.00DLn 4 • LODOD+IAOOSp L\�\ Code Check Summary V11 RAM Fmne 14.06.02.00 N'a 3129 e.f p�• DalaBsse: ScienceBuilding?-26-14 074911421:42:14 Mm BulMi,Cd-:IBC Seel Code: ALSC36MO ASD 51 • I.DOO D+0.750 Lp+0.750 Sp -0.450 W10 52 • 1.000 D+0.750 Lp+0.750 So -0.450 WI 53 ' 1.000 D+0.]50 Lp+0.750 Sp-OA50 WI 54 • ].ODD D+0.750 Lp+0.450 W1 55 • 1.00D D+0.750 Lp+0.450 W2 56 • 1.OMD+0.75OLp+OA5OW3 57 ' LOW D+0.750 Lp+OA50 W4 58 • I.OWD+0.7WIp+OA5OW5 59 a LO0OD+0.75OLp+OAMW6 60 • 1.00OD+O.7MLp+OASDW7 61 a I.OWD+0.75OLp+OA5OW8 62 • LOW D+0.750 Lp+0.450 W9 63 - LOW D+0.75010+0.450 WIO 64 - 1.000 D+0.]50 Lp+OAM WI 65 • I.OW D+0.750 Lp+0.450 W12 66 • IDOO D+0.7501p-0.450 WI 67 - 1.OW D+0.750 Lp-8450 W2 68 • I.W1)D+0.750 Lp-0.450 W3 69 • 1.000 D+0.750 Lp-DAM W4 70 • I.OWD+0.75OLp-OA5OW5 71 • 1.OWD+0.75OLp-OA5OW6 72 • I.OW D+0.750 Lp-DAM W7 73 - LDOO D+ 0.750 Lp- 0.450 WS 74 • LOQOD+B75OLp-OA5OW9 75 I.OW D+0.7SOLp-OA%W10 76 • LOW D+0.750 Lp-0.450 W 11 77 ' 1.000 D+0.750 Lp-OAM W 1 7g • LOOD D+0.750141+0.450 W1 79 • I.WOD+0.7501n+OA5OW2 80 - 1.000 D+0.7501n+0.450 W3 81 • LOW D+0.7501n+0.450 W4 82 • 1.OWD+0.75OLn+0.45OW5 83 • LOODD+0.750n+0.45OW6 84 • 1.WOD+O.7MLe+OASOW7 85 I.OW D+O.]501n+OA5O W8 86 LOGO D+0.7501n+0.450 W9 87 • 1.000D+0.750141+8450 Win as • LOW D+0.7501n+0.450 WI 89 • 1.000 D+0.]50141+0.450 W12 90 • I.WOD+O.7MU-OA50WI 91 • 1.000 D+0.750 Ln -DAM W2 92 ' 1.000 D+0.750 La -0.450 W3 93 • 1.000 D+0.7501n-0.450 W4 94 • IB00 D+033 In -0.450 WS 95 ' 1.000 D+0.750 Ln -0.450 W6 96 • LOW D+0.7501n-OASD W7 BYUI Science Building - Page 162 of 187 Code Check Summary RAM Frame 14.06.0100 Page 449 Data9aae: Science Building 736-14 07/29/14 21:42:14 Building Code: IBC Steel Code: AISC360.10 ASD 97 • I.000D+0.7501n-0.45OWS 98 • LODO D 40.7501n-0.450 W9 99 • 1.000 D+0.7501n-DAM W10 100 • 1.000 D + 0.750 La - 0.450 W1 101 • IAOO D+0.7501n-OAA W12 102 • 1.000 D+0.750 Sp+0.430 W1 103 a 1.000 D+0.750 Sp+0.450 W2 104 a 1.000 D+ 0.75D Sir + 0.450 W3 105 • IAW D+ 0.750 Sp+ 0.450 W4 106 • LOOD D+0.750 Sp+0.450 WS 107 • 1.000 D+0.750 Sp+0.450 W6 108 • I.WOD+0.75DSp+0.4MW7 109 • LOOD D+0.750 Sp+OA30 W8 110 ' LOW D+0.750 Sp+0.450 W9 III • LODIO D+0.750 Sir +0.450 W10 112 1.000D+0.75OSp.OAM W11 113 ' I.WOD+0.75OSp+OA50W12 114 • LOW D+0.750 Sp -DAN WI 115 ' LOOD D+0.750 Sp -0.45D W2 116 - LOW D+0.750 So -0.450 W3 117 - LOW D+0.750 Sp -0.450 W4 IIB - I.000D+0.05OSp-OAMW5 119 • 1.000 D+0.750 Sp -0.450 W6 120 • LOW D+0.750 So -0.450 W7 121 • 1.OWD+0.75OSp-OA5OW8 122 • 1.000 D+0.750 Sp -0.450 W9 123 • 1.000 D+0.750 Sp -0.450 W10 124 • 1.OW D+OJ505y-0.450 WI 125 • LODO D+0.750 Sp -DAN W12 126 • 0.600D+0.600W1 127 • 0.600D+0,60DW2 128 • 0.6000+0.600 W3 129 • 0.600D+8600W4 130 • 0.600D+0.60OW5 131 • 0.600 D+0.600 W6 132 • 0.600 D+0.600 W7 133 • 0.6WD+B6ODW8 134 • 0.600D+OAOOW9 135 • O.WOD+0.60OW10 136 • D.600D+O.6OOWI1 137 • 0.600D+0.600WI2 138 • 0.60OD-0.600W1 139 • 0,600D-0.600 W2 140 • OAOOD-D.600W3 141 • O.600D-0.60OW4 142 • 0.600D -0.600W5 Code Check Summon V11 RAM Fmme 14.06.02.00 Pape L29 DataBemc: Science Buildiq 7.26-14 07/29/14 21:42:14 4 Building Code:IBC Steel Code: AISC360-10 ASD 5 • 1.000 D+DAN Lp+0.]SO Bp 6 • 1.00013+0.60OW1 7 - D+0.600 W2 8 LOGO 1.000 D+0.600 W3 9 - • LOOKI D+0.600 W4 10 OW • D+0.600 WS 11 ' LOOO LOOK) D+0.600 W6 12 • LOOK) 0.600007 13 • 1.0 D+0.600 W 00X 19 ' D+0.600 W99 IS • D+0.6OOWI0 I.OW LOGO 16 • 1.000 D+0.600 WI2 17 ` I.000D-O+6OD0012 IS • D-0.600 WI 19 • 1.000 D-0.600 W2 LON 20 • 1.000 D0.600 W3 21 • 1.000D- .0.600 W9 22 • 1.000 D -0.600W5 23 LOOO ' I.WOD-0.600 W6 24 IAOOD-0.600W7 25 • ADOD-0.60DWS 26 • I.000D-0.600009 LOOO 27 ' I.WDD-0.6000010 28 1.000 D -0.60 W I I 29 I.OW D-0.60130 WI2 30 • 1.000 D 40.750IF+0.750 Sp+0.450 WI 31 LOW D+0,750 Ly+0.750 Sp+0.450 W2 32 ' I.OW D+0.750 Lp+0.750 Sp+DAN W3 33 • 1.00D D+0.750 Lp+D.7M Sp+0.450 W4 34 • 1.000 D 40,750 Lp+0.75D Sp+0.450 W5 35 • 1.000 D+0.7501p+0.750 Sp+0.450 W6 36 • LOW D+0,75D Lp+0.750 Sit +0.450 W7 37 • LODD D+0.75010+0.750 Sp+0.430 W8 38 IAOO D 40,750 Ly+0.750 Sp+0.450 W9 39 • IND D+0.750 Lp+0.750 Sp+0.450 W10 40 • LOW D+ 0.750 Lp+ 0.7M Sp+0.450 W11 41 • I.000 D+0.750 Lp+0.750 Sit +0.450 W12 42 • 1.000 D+0.7% JAI +0.750 Sp -0.450 W1 43 • I.OW D+0.750 Lp+ 0.750 Sp- 0.450 W2 44 • 1.000 D+0.750 Lp+0.750 Sp -0.450 W3 45 1.000 D+0.750 Lp+0.760 Sp -0.450 W4 46 • 1.000 D+8750 Lp+0.750 Sp -0.450 W5 47 • 1.0130 D+BIN Lp+0.750 Sp -0.450 W6 48 • 1.000 D+0.750 Lp+0.750 So -0.450 W7 49 • 1.000 D+0.750 Lp+0.750 Sir -0.430 WS 50 • LOGO D+0.750 Lp+0.750 Sp -0.450 W9 Code Check Summary RAM Frame 14.06.0100 Page 449 Data9aae: Science Building 736-14 07/29/14 21:42:14 Building Code: IBC Steel Code: AISC360.10 ASD 97 • I.000D+0.7501n-0.45OWS 98 • LODO D 40.7501n-0.450 W9 99 • 1.000 D+0.7501n-DAM W10 100 • 1.000 D + 0.750 La - 0.450 W1 101 • IAOO D+0.7501n-OAA W12 102 • 1.000 D+0.750 Sp+0.430 W1 103 a 1.000 D+0.750 Sp+0.450 W2 104 a 1.000 D+ 0.75D Sir + 0.450 W3 105 • IAW D+ 0.750 Sp+ 0.450 W4 106 • LOOD D+0.750 Sp+0.450 WS 107 • 1.000 D+0.750 Sp+0.450 W6 108 • I.WOD+0.75DSp+0.4MW7 109 • LOOD D+0.750 Sp+OA30 W8 110 ' LOW D+0.750 Sp+0.450 W9 III • LODIO D+0.750 Sir +0.450 W10 112 1.000D+0.75OSp.OAM W11 113 ' I.WOD+0.75OSp+OA50W12 114 • LOW D+0.750 Sp -DAN WI 115 ' LOOD D+0.750 Sp -0.45D W2 116 - LOW D+0.750 So -0.450 W3 117 - LOW D+0.750 Sp -0.450 W4 IIB - I.000D+0.05OSp-OAMW5 119 • 1.000 D+0.750 Sp -0.450 W6 120 • LOW D+0.750 So -0.450 W7 121 • 1.OWD+0.75OSp-OA5OW8 122 • 1.000 D+0.750 Sp -0.450 W9 123 • 1.000 D+0.750 Sp -0.450 W10 124 • 1.OW D+OJ505y-0.450 WI 125 • LODO D+0.750 Sp -DAN W12 126 • 0.600D+0.600W1 127 • 0.600D+0,60DW2 128 • 0.6000+0.600 W3 129 • 0.600D+8600W4 130 • 0.600D+0.60OW5 131 • 0.600 D+0.600 W6 132 • 0.600 D+0.600 W7 133 • 0.6WD+B6ODW8 134 • 0.600D+OAOOW9 135 • O.WOD+0.60OW10 136 • D.600D+O.6OOWI1 137 • 0.600D+0.600WI2 138 • 0.60OD-0.600W1 139 • 0,600D-0.600 W2 140 • OAOOD-D.600W3 141 • O.600D-0.60OW4 142 • 0.600D -0.600W5 Level: Academie Leve13 Up Code Check Summary ' RAM 1. 14.06.02.00 Check Summary Page V29 M Mitigate: Science Building 7.26.14 MM Frame 14.06.02.00 07129/14 21:42:14 Building Code: mC RAM Steel (Dode: AISC360-10 ASD 143 • 0.6WD-OD)OW6 W129/1421:42:14 Building 144 • 0.600D-0.600 W7 Steel Cade: AISC360A0 ASD 189 1.031 D+0.200 Sp. 0,525 E4 145 • 0.6000-0.600 WS 190 • 0.558 D+0.700 E1 146 • 0.6W D-0.600 W9 191 • 0.558 D+0.700 E2 147 - 0.600 D-0.600 W10 192 ' 0.558 D+0.700 E3 148 • 0.600 D-0.600 W 1 193 0.558 149 0.6000.0.600 W12 IW 160 • I.M2D+0.70091 195 151 • LE12D+0.7000 I% 152 ' 1.042 D+0.700 E3 153 • 0.558 1.042D+0,700E4 154 • I.043D-0.70DEI 155 • 1.042 D-0.7000 156 • 1.042 D-0.7000 Leval4 Ro 157 • 1.042 D.0.700 E4 Col. IN Mus MY 158 • 1.031 D+0.750 Lp+0200 Sp+0.525 E1 S xc of kip 159 • LMI D+0.150 Lp+0,200 Sit +0.525 E2 ini 160 • 1.031 D+0.750 Lp+0.2008p+0.525 E3 -0.04 0.00, 4 0.22 MI -18) 161 ' 1,031 D+0.750 Lp+0.200 Sp+0.525 E4 400 0.00 4.02 162 4 0.24 (HI -la) 1.031 D+0.750 Lp+0.200 SO -0.525 E1 HSSIO)C10X318 14 91.33 163 ` 1.031 D+0.750 Lp+0.200 Sp -0.525 E2 0.00 4 0.23 (HI-Ia) 46 164 15 1.031 D+0.750 Ly+ 0.200 Sp - 0.525 E3 -O.W -0.02 -0.03 165 • 1.031 D+0.750 Lp+0.200 So -0.525 E4 HSSIOXIOXY16 20 29.42 IM -0.00 1.031 D+0.750 Lp+0.525 E1 0.03 4 0.16 Axial 46 HSSSXSXSI16 167 " 1.031 D+0.750 Lp+0.5250 O.OD -0.03 -O.W 4 0.13 Axid 168 H388X8X5/i6 1.031 D+0.750 Lp+0.525 M 24.92 -0.00 0.00 4.03 169 • 1.031 D+0.7501,+0.525 E4 HSSBXBXV16 25 53.64 .0.01 170 ' 1.0310+0.750 Lp-0.525 E1 4 0.29 MI.Ie) 46 RSSBXBX5116 26 171 • 1.031 D+ 0.750 Lp-0.5250 0.06 0.02 4 0.34 (31-1e) 46 172 • 1.031 D+0.750 L,-0.525 E3 0.00. 0.09 .0.08 0.00 173 46 1.0310+0,750 Lp-0.525 E4 31 105.20 0.00 -0.01 174 • 1.031 D+0.7501n+0.525 E1 46 HSSSX8X3/e 32 82.60 175 • 1.031 D+ 0.7501 n+ 0.525M -0.00 4 0.37 (HI -le) 46 HSSSXSX3/8 176 • 1.031 D+0.7501m+0.525 E3 -0.00 -0.03 -O.W 4 0.18 Aaid 177 • 1.031 D+0.7501a+0.525 E4 73.46 -0.00 0.03 4.00 178 • 1.031 D+0.7501 -0.525 EI HSS10X10XI2 37 72.47 0.00 179 4.00 1.031 D+0.7503a-0.525 E2 4 0.18 Axid 46 HSSIOXIOXI2 41 180 O.OD 1.031 D+0.750 Ln -0.525 E3 0.01 0.12 4 0.20 Axid 46 181 • 1.031 D+0+750 Un OM5 E4 0.0) 400 4.07 -0.00 182 • 1.031 D+0]W Sp+0.525 E1 53 28.95 0.00 4.00 183 " 1.031 D+ 0.200 Sp+ 0.5250 46 HSSBX&X5/16 m n.54 184 ' 1.031 D+0.200 Sp+0.525M -0.01 4 0.12 Axid 46 HSSBXBW16 185 " 1.031 D+0.2005,+0.525 E4 -8.12 -0.01 0.52 114 0.20 (RI -Ib) 186 HSSSX8XV16 1.031 D+0.200 SO.0.525 E1 46.77 400 0.00 -0.00 187 ' 1.031 D+0.200 Sp -0.5250 HSSBXBX5/16 74 16.53 0.00 188 ' 1.031 D+0.200 Sp -0.5250 4 0.00 Axid 46 HSSSXSX5/16 75 40.16 -0.0D Check Summary 0.00 4 0.21 (HI -Ica) 46 ICode RAM Frame 14.06.02.W 4.00 -0.00 -0.08 Page 729 RAM DesBas,: Science Building7.26-14 HSSBXBX5/16 79 111.79 07/2911421:42:14 -0.01 Building Codc mC 4 0.28 (HI -la) Steel Codc AISC360-10ASD Berm Pu Mux May Vua Vuy LC lateral. FY One g MP IdPR ld ft Mp WP 58.94 ksl ().04 6 4.55 176.29 4.12 22.70 .0.02 4 0.50 (HI -lb) 50 W21X62 7 4.89 106.25 0.01 .12.38 .0.01 4 0.35 MI -Ib) 50 W24MS 11 0.13 166.70 4W 41.74 4.06 4 0.66 (HI -lb) 46 W21X50 19 0.18 92.02 400 9.76 AOD 4 0.37 MI -Ib) 50 WAMO Summary PaH13 20 0.08 54.41 -O.W 6.65 -0.00 4 0.46 (HI -ib) 50 W16X31 07/29/14 21:42:14 Building Code: MC Per H1.3 28 4.55 34.54 -ODI 9.15 0.05 4 0.19 (H1 -Ib) 50 WISX40 LC Imuxel. FY Stu 243 Per Hl.3 185.00 -0.00 170 IN 132.17 0.08 -2653 400 4 0.40 (1114b) 50 W24X55 171 2.14 324.16 0.03 -58.13 0.11 4 0.74 (MI -lb) 50 W24X6S 172 1.69 64.25 0.0 15.33 0.00 4 OAS (HI -16) 50 W16X31 173 2.86 .174.24 0.02 45.15 (1.02 4 0.40 (MI -1b) 50 W24X68 177 4.23 98.04 0.00 -33.11 0.00 4 0.53 (HI -Ib) 50 WIBX40 Per111.3 Per111.3 408 179 -1.18 315.91 -0.01 49.49 400 4 0.57 (HI -Ib) 50 W24X84 Igo -1.58 284.17 -O.W 6003 4.W 4 0.57 (Hl -Ib) 50 W24X76 186 -2.40 71.19 -0.03 -11.72 0.03 36 0.37 Ml -Ib) 50 WlEX40 -9.11 -0.00 32 0.18 (111-1b) 50 PmH1.3 187 4.06 200.89 .0.00 39.85 -0.00 4 0.60 MI -Ib) 50 W24X55 424 -1.12 18.44 .0.02 Per 81.3 0.33 4 0.14 (11I-16) 188 0.03 230.55 0.00 36.16 -0.00 4 0.61 (111-1b) 50 W24X62 Per111.3 Per Hl.3 -1.95 60.78 191 0.56 104.96 4.00 14.55 0.00 4 0.28 (H1-16) 50 W24X62 -1.05 100.14 0.02 19.34 Per Hl.3 4 0.33 (111-1b) 50 192 0.70 20.75 -0.00 .8.98 4.00 4 0.29 MI -16) 50 W12X2 Pa H1.3 681 Per H1,3 235.62 -0.01 193 1.41 164.75 402 19.98 400 4 0.55 (HI -Ib) 50 W24X55 979.46 -0.40 69.52 0.02 Per 81.3 50 W33X130 204 -0.03 150.87 402 22.05 000 4 0.63 (HI -Ib) 50 W21X44 208 -1.30 573AI 4..0 -60.35 0.00 4 0.83 (Hl -Ib) 50 W27X94 2M -1.68 126.03 0.21 30.98 O.W 4 0.39 (11I -Ib) 50 W24MS 213 0.82 94.99 400 11.97 0.06 4 0.27 (H1 -Ib) 50 W21X62 215 0.69 86.0 4DI .14.67 .0.01 4 0.52 (11I -Ib) 50 WIBX35 WIBX35 PcrHl.3 216 1.62 207.21 405 .27.04 OW 4 0.56 (HI -lb) 5D W24X62 19.89 0.00 32 0.60 (HI -Ib) 50 Pc111.3 224 -0.02 179.21 0.00 .19.46 4.00 4 0.57 (HI.16) 50 W24X55 845 1.45 23.78 0.00 Pec H1.3 0.00 4 0.43 (11I -Ib) 225 .0.16 100.90 0.01 MOO, .0.00 4 0.63 (HI -Ib) 50 W11005 Po -1113 F.H1.3 -1.03 59.10 231 .1.33 71.53 0.01 15.89 4.0 4 0.44 (11I -Ib) 50 WlEX35 1.52 104.20 &OD .10.58 PerH1.3 4 0.35 M1.16) 50 240 0.13 61.18 -0.01 6.38 4.00 4 0.29 (HI -lb) 50 W21X44 Pa111.3 848 PaH1.3 59.03 -0.03 Level: Academie Leve13 Up BYUI Science Building - Page 163 of 187 Code Check Summary MM Frame 14.06.02.00 Peg, 629 RAM DatuRne: Science Buildin,72614 W129/1421:42:14 Building Code: RIC Steel Cade: AISC360A0 ASD 189 1.031 D+0.200 Sp. 0,525 E4 190 • 0.558 D+0.700 E1 191 • 0.558 D+0.700 E2 192 ' 0.558 D+0.700 E3 193 0.558 D+0.700 E4 IW ' 0.558 D-0.700 E1 195 0.559 D-0.7000 I% • 0.558D-0.7WE3 197 • 0.558 D-0.700 E4 •=1 nd combination currently selected to use Frame80: Level: Academia Leval4 Ro Col. IN Mus MY Vux Vey LC leerier. FY S xc of kip MpR WO -ft Wit MP ini 41.47 0.00 0.00 -0.04 0.00, 4 0.22 MI -18) 46 BSSBXSXV16 13 74.12 400 0.00 4.02 ON 4 0.24 (HI -la) 46 HSSIO)C10X318 14 91.33 -0.00 403 -0.07 0.00 4 0.23 (HI-Ia) 46 HSSIO%10X12 15 43.47 -O.W -0.02 -0.03 0.00 4 0.17 Axid 46 HSSIOXIOXY16 20 29.42 -0.00 -0.00 0.00 0.03 4 0.16 Axial 46 HSSSXSXSI16 22 24.97 0.00 O.OD -0.03 -O.W 4 0.13 Axid 46 H388X8X5/i6 23 24.92 -0.00 0.00 4.03 -0.W 4 0.13 Axid 46 HSSBXBXV16 25 53.64 .0.01 0.02 0.05 0.01 4 0.29 MI.Ie) 46 RSSBXBX5116 26 75.56 -0.00 0.11 0.06 0.02 4 0.34 (31-1e) 46 HSSBXSX3M 30 89AI 0.00. 0.09 .0.08 0.00 4 0.40 (HI -le) 46 HSSBXSX3/8 31 105.20 0.00 -0.01 -0.08 ON 4 0.48 Ml -le) 46 HSSSX8X3/e 32 82.60 -0.00 4.00 405 -0.00 4 0.37 (HI -le) 46 HSSSXSX3/8 35 55.80 0.00 -0.00 -0.03 -O.W 4 0.18 Aaid 46 HSSIOXIOX318 36 73.46 -0.00 0.03 4.00 -0.07 4 0.18 Axial 46 HSS10X10XI2 37 72.47 0.00 0.01 4.00 -0.06 4 0.18 Axid 46 HSSIOXIOXI2 41 37.09 O.OD -O.OD 0.01 0.12 4 0.20 Axid 46 HSSBXBX916 49 61.59 0.0) 400 4.07 -0.00 4 0.33 (RI.Ia) 46 HSSBXBX5/16 53 28.95 0.00 4.00 -O.W 4.01 4 0.15 Axid 46 HSSBX&X5/16 m n.54 4.00 0.00 .0.05 -0.01 4 0.12 Axid 46 HSSBXBW16 56 20.45 -O.OD -8.12 -0.01 0.52 114 0.20 (RI -Ib) 46 HSSSX8XV16 72 46.77 400 0.00 -0.00 0.00 4 D.25 (HI -la) 46 HSSBXBX5/16 74 16.53 0.00 D.00 0.01 0.00 4 0.00 Axid 46 HSSSXSX5/16 75 40.16 -0.0D -0.00 -0.06 0.00 4 0.21 (HI -Ica) 46 HSSBXBX5/16 76 67.68 4.00 -0.00 -0.08 0.00 4 0.36 (HI -1a) 46 HSSBXBX5/16 79 111.79 0.00 -0.01 012 41.02 4 0.28 (HI -la) 46 HSSIOXIOXD2 0 51.90 0.00 .0.00 -0.05 -0.00 4 0.23 MI -la) 46 HSS8XSX318 0 58.94 0.00 ().04 4.10 -0.01 4 0.46 (HI -10) 0 HSSOX6X319 86 30.56 0.00 4.01 -0.02 BOD 4 0.16 Axial 46 HSSSX8X5/16 87 29.70 -0.00 0.00 -0.09 0.00 4 0.16 Axial 46 HSS8X8%5/16 Code Check Summary RAM Frame 14.06.02.00 Pelle 1329 Data9ase: Silence Building 7-2614 07/29/14 21:42:14 Building Code: MC Steel Code: AISC360-10 ASD Beam Pu Mux Muy V. Vuy LC Imuxel. FY Stu 243 0.96 185.00 -0.00 37.7D 0.02 4 0.67 (Hl -lb) 50 W21X50 244 0.05 69.08 -0.00 11.05 -0.00 4 0.46 (HI -Ib) M WI8X33 Per 81.3 245 402 178.81 -0.00 49.41 -0.00 4 037 (HI -Ib) 50 W24X55 Per111.3 408 0.80 77.11 0.01 10.17 400 30 0.20 (HI -Ib) 50 W24%62 Pe H1.3 409 0.87 57.45 0.02 -9.11 -0.00 32 0.18 (111-1b) 50 W24X55 Par H1.3 424 -1.12 18.44 .0.02 3.92 0.33 4 0.14 (11I-16) W WIWI Per111.3 426 -1.95 60.78 -O.OD .5.28 4OD 4 0.25 (HI -Ib) 50 0021X50 660 -1.05 100.14 0.02 19.34 0.93 4 0.33 (111-1b) 50 W24X55 Pa H1.3 681 1.84 235.62 -0.01 35.75 0.01 4 0.39 (Hl -lb) 50 W27%M 682 0.81 979.46 -0.40 69.52 0.02 4 0.84 (Hl -Ib) 50 W33X130 685 0.01 278.77 -0.03 36.130 .0.01 4 0.73 (HI -Ib) 50 W24X62 686 -0.03 216.59 0.03 -36.47 0.02 4 0.50 (HI -16) 50 W24X68 Per111.3 688 4.65 86.08 4.01 -14.67 .0.01 4 0.52 (H1 -Ib) 50 WIBX35 Pa111.3 844 8.93 131.54 -0.01 19.89 0.00 32 0.60 (HI -Ib) 50 W21X44 Per 141.3 845 1.45 23.78 0.00 10.40 0.00 4 0.43 (11I -Ib) 50 W12XI9 Po -1113 846 -1.03 59.10 4.00 -5.48 0.00 4 0.19 all lb) 50 W24X55 847 1.52 104.20 &OD .10.58 -0.00 4 0.35 M1.16) 50 W2055 Pa111.3 848 0.26 59.03 -0.03 7.38 O.W 4 0.20 (H1.16) 50 W24X55 P.11113 849 0.57 84.01 -0.00 8.66 -0.00 4 0.25 (HI -Ib) 50 W24X55 Pa H1.3 851 138 84.02 -0.01 8.68 .0.00 4 0.28 MI.16) 50 W24MS Per H1.3 852 0.71 44.88 D.02 6.96 4.02 4 0.15 (HI -16) W W7AX55 Pa111.3 853 0.81 74.69 -0.00 -7.81 ON 4 0.25 (HI -Ib) 50 W24X55 P.111.3 854 .0.02 131.43 0.01 10.99 0.00 4 0.43 (111-1b) 50 W24X55 Per H13 853 0.36 72.47 -O.W 7.58 -0.00 4 0.24 (HI -Ib) 50 0024X55 Pa111.3 Level: Academie Leve13 Up BYUI Science Building - Page 164 of 187 Code Check Summery e.p RAM Ffaene 14.06.D2.00 Page 1029 MOI DaeaBaro: Seimu Building 7.26-14 07/29/1421:42:14 Building Code: MC Steel Code: AISC360.10 ASO Bee. h Mux Muy Vux Vey LC IvtencL Fy Site 634 2.09 -375.22 0.42 43.17 0.01 34 0.41 (H1 -Ib) 50 W30XH6 Pef H1.3 788 0.76 398.02 4.03 -63.56 4.01 40 0.00 UU-1b) 50 W27XID2 Per HI.3 Level: Amdemie Leve12 M. Col. Fe Mua Muy Vux Vuy LC Intens. Fy Sia 0 WP WPB WPfI Mp Wp WI 8 290.37 -1.53 0.10 0.10 BW 31 0.57 (HI -le) 46 HSS12X12X1/2 9 126.90 -0.00 0.10 0.00 .0.01 49 0.49 (HI -le) 46 HSSIOXIOXS/16 15 170.30 0.80 .0.02 -0.05 0.00 48 0.56 (HI -l.) 46 HSSIOXIOX318 16 239.11 -0.07 -0.07 0.01 0.02 31 0.60 (HI -la) 46 HSSIOXIOXI2 17 259.27 0.04 4.08 0.0 0.02 30 0.65 (HI -la) 0 HSSIOX10X12 19 207.32 0.01 -0.00 -0.011 -0.01 2 0.67 (HI -la) 46 HMIOXIOX318 23 275.04 -0.W D.OD -D.00 -0.03 30 0.69 (HI -la) 46 HSSIOX10X112 35 227.54 0.01 0.01 -0.00 -0.02 48 0.57 (14I -1a) 46 HSSIO%10X1/2 105 165.20 -0.02 0.09 0.00 -0.01 31 0.75 UU-la) 46 HSSBXUA 114 181.06 0.70 0.00 -0.06 0.00 49 0.59 (HI -Ie) 46 HSSIOXIOX318 115 109.68 -0.29 0.00 0.03 -0.00 2 0.36 (HI -1a) 46 HSSIOXHA318 Be.. IN Mm Mey V. V., LC 1.1...L Fy Site 6 WP WPn Weft Wp Wp WI B 0.60 102.80 -0.01 -16.13 .0.00 2 0.31 (HI -Ib) 50 W24X55 Per H1.3 831 8.26 1635.91 4.18 166.78 0.08 35 0.79 (HI -1b) 50 W36X210 Per H1.3 832 0.87 1373.51 -0.01 .249.08 4.14 2 0.82 (HI -1b) 50 W36X170 833 6.15 136.96 .0.96 -126.84 -0.06 35 0.64 Shear 50 W24XU Ff.me 91: Level: Acedemle Level Be C0l. Fe Moa Bluy We Vuy LC let en.1. Fy Size W Wp Minn WPft Wp Wp WI 46 55.17 -39.59 .3838 -7.29 1.25 121 0.30 (HI -lb) 50 W12X120 57 32.83 44.03 -31.78 •6.04 0.96 122 0.26 (HI -Ib) 50 W12X120 Be.. Pe Moe Muy V.. Vey LC Intee.oc Fy Site 8 Mp WPO up -h Mp Wp WI 38 2.72 -66.04 0.04 8.93 41.01 47 0.14 (HI -1b) 50 W24X76 296 1.74 -88.09 -002 -9.47 0.01 35 0.16 (HI -lb) 50 024X84 Per H1.3 Level: Andemlc Level3 Up Very Cade Check Cheek Summary Slee Wp ICode RAM Frame 14.06.02.00 8.81 ±36 0.0 31 0.36 UH -lo) pn, 9129 W12X120 Daudiue: Scienu Building 7.26-1407/3911421:42:14 43 0.15 Uil-Ib) 50 0729/14 21:42:14 Vex M Building Code: HIC Fy Sze Steel Code: AISC360-10 ASD Steel Code: AISC360-10 ASD Col. Pu 81m MUY Vux Vey LC lolenct. Fy Biee 9 WP WPB Id ft Mp We 139 WI 0.W 3 107.65 0.05 -0.06 0.16 402 53 0.58 UU-1a) 46 HSS8XM116 14 139.51 0.03 0.11 0.35 4.03 47 0.45 (Hide) 46 HSSIOXIOX318 15 165.38 4.37 0.10 0.26 -0.M 36 0.42 (HI -la) 46 XSSIOXIOXIl2 16 63.88 4.95 .0.03 0.09 401 31 0.26 (X142) 46 HSSIOXIOX5/16 21 76.73 0.24 -0.05 .0.11 4.02 37 0.41 (H1 -l.) 46 HSSSX8X5716 26 112.67 -D.Cfi -0.08 -0.19 4.03 48 0.60 (HI -la) 46 HSSBXBX5/16 27 127.28 0.37 41.02 421 4.04 37 0.58 MLI.) 46 HSSSXSX318 31 146.45 .0.07 -0.07 0.27 4..D3 36 0.66 UU-le) 46 HSSSXBX318 32 152.74 0.07 -0.07 0.25 4.02 49 0.69 (HI -le) 46 HSS8XBX3M 33 121.95 0.08 .0.09 0.15 401 49 0.55 (HI -la) 46 HSSBXBX3B 36 85.82 0.65 0.15 -0.m 0.01 48 0.28 (HId.) 0 HSSIOXIMA 37 129.48 4I.M 4.14 0.23 0.0E 31 0.32 (HI -12) 46 HSSIOXIOXIn 38 127.38 4.03 4.05 0.20 0.03 36 0.32 (MI -Ie) 46 HSSIOXIOXIl2 40 116.58 491 .1.00 037 0.03 36 0.39 (HI -l.) 46 HSSIOXIOX3M 42 117.82 4.12 4.11 0.52 -0.M 36 0.63 (HI -12) 46 HMRXRX916 50 106.45 -0.33 .0.19 . D.28 -0.01 36 0.58 (HI -la) 46 HSS8X8X5116 54 71.42 -0.05 .0.06 0.23 0.02 38 0.38 (HI -la) 46 HSSBXSX5116 55 60.04 4.06 .0.08 0.17 0.02 38 0.32 (HI -1a) 46 HSS8X8X5116 57 88.87 -0.16 0.02 ON 427 2 0.48 (HI -1a) 46 HSMSM/16 74 138.33 0.75 -0.67 4.21 0.01 49 0.35 (HI -In) 46 HSSIOXIOXin 78 118.36 0.10 0.10 0.23 4.03 48 0.64 (HI -la) 46 HSSWXV/ 6 88 47.74 -0.03 0.05 -0.05 .0.01 49 0.26 (HI -la) 46 HSSBX8X5/16 95 85.57 -0.06 -0.05 0.21 4.02 36 0.46 (HI.1.) 46 HSS8XeX5116 96 114.43 0.06 0.05 0.32 .0.02 48 0.61 (HI.1a) 46 HS58X8X5/16 99 175.02 -0.10 .0.12 0.44 0.05 38 0.44 (HLI.) 46 HSSIOXIOXU2 102 104.99 .31.22 -1.14 2.M 0.05 34 0.61 UILIa) 46 HSSIOXIOX3M 103 104.93 30.93 4.91 -2.02 0.08 46 0.60 (Ml -la) 46 HSS10XIOX3M 104 106.21 -0.15 4.14 0.11 0.00 36 0.48 U11-1.) 46 HS58X8%3/8 106 80.49 0.11 -0.08 4.08 O.DI 49 0.43 (HI -la) 46 HSS8XBX5/16 107 79.52 4.10 4.09 0.11 -802 36 0.43 MI -1.) 46 HSSSXBX5116 Beam P. Moa Met Vex Vey LC lotenel. 6 Su p Wp WPfI WPII WP kip WI 17 -1.36 234.88 0.01 2905 0.01 2 0.62 (HI -Ib) 50 W2062 Pee H1.3 61 -0.27 420.68 -0.06 42.37 0.01 45 0.69 Ull-Ib) 50 W27X84 342 5.84 -180.64 4.04 .30.71 -D.01 158 0.48 U11 -Ib) 50 W24X62 Pef111.3 432 .0.15 73.68 -0.01 13A3 -DAD 2 0.22 (HI -Ib) 50 W24X55 492 -2.61 -095.39 -0.34 -93.54 0.03 46 0.38 UII-1b) $0 W36X231 Ps H1.3 632 1.34 .375.55 -0.38 43.31 0.06 51 0.41 (HI -Ib) 50 W30XI16 Pa Hi.3 Code Check Summary I RAM Fame 14.06.02.00 Page 11129 Denali Science Building 7.26-14 0129/14 21:42:14 Building Code: WC Steel Code: AISC360-10 ASD Cal, Pu Mua Muy Vvx Vay LC LlencL Fy Size 4 WP MPB WPB Wp Mp Wi 47 9.75 116.42 O.CO 15.37 0.01 11 0.26 (H1 -ib) SO W12X120 F.Hl.3 58 46.42 -94.99 0.00 -10.84 402 23 0.23 (HI -1b) 50 W12XI20 Pa H1.3 85 147.94 84.32 4.06 -12.86 AO 47 0.27 (HI.2) 50 Wlnl20 Beam Pu Mua Muy Vox Vey LC IvtencL Fy Sue p Wp MPfI W,ft Wp Wp WI 105 4.35 85.36 0.10 -18.67 0.02 11 0.24 (HI -1b) 50 W24X76 P.M.3 357 -3.03 -105.44 0.03 -15.23 0.02 161 028 MI -1b) 50 W24X62 Per Hl.3 358 3.75 -127.49 am 21.69 AM 173 0.20 (HI -Ib) 50 W24X94 Frame p3: Level: AceEemic Level Be Col. Fe Moa Muy Vux Vuy LC Wormed. FY Size p Wp Wp,B WPfI Wp Wp WI 45 56.77 46.25 0.00 8.10 0.02 153 0.17 (MI -1b) 50 W12X120 PcrHl3 61 11.91 53.46 0.00 7.33 0.01 161 0.12 (H1 -Ib) 5D W=120 Per H1.3 71 23.66 -52.17 0.00 7.35 0.01 31 0.14 (NI -Ib) 46 WM120 Pct -H1.3 Beam Pu Mm May We Vuy LC isles<I. Fy Sue p Wp WPfI WPft Wp Wp WI 9 4.95 40.97 0.01 -B.91 0.01 31 0.28 (HI -lb) 50 W24X55 Per H1.3 10 0.74 -89.31 0.01 -23.99 0.00 0 027 (HI -1b) 50 W24X55 Pa HI.3 253 6.31 -55.54 0.00 7.34 -0.01 31 0.15 (HI -lb) 50 W24XU Per H1.3 Level: AadeMc L...13 Up Col. Ve Mua Muy V.. Vey LC lolenct. Fy Slue, S Wp WPB WPfI WP Wp WI 46 165.51 50.90 0.00 -14.02 -0.01 31 0.29 (H 1.2) 50 W12X120 62 41.08 IM20 0.00 13.67 0.00 31 0.25 (HI -16) m W12X120 Pec Hl.3 75 71A9 89.10 0.00 11.94 0.00 31 0.23 UU-1b) m W12X120 Pee H1.3 BYUI Science Building - Page 164 of 187 Code Check Summery e.p RAM Ffaene 14.06.D2.00 Page 1029 MOI DaeaBaro: Seimu Building 7.26-14 07/29/1421:42:14 Building Code: MC Steel Code: AISC360.10 ASO Bee. h Mux Muy Vux Vey LC IvtencL Fy Site 634 2.09 -375.22 0.42 43.17 0.01 34 0.41 (H1 -Ib) 50 W30XH6 Pef H1.3 788 0.76 398.02 4.03 -63.56 4.01 40 0.00 UU-1b) 50 W27XID2 Per HI.3 Level: Amdemie Leve12 M. Col. Fe Mua Muy Vux Vuy LC Intens. Fy Sia 0 WP WPB WPfI Mp Wp WI 8 290.37 -1.53 0.10 0.10 BW 31 0.57 (HI -le) 46 HSS12X12X1/2 9 126.90 -0.00 0.10 0.00 .0.01 49 0.49 (HI -le) 46 HSSIOXIOXS/16 15 170.30 0.80 .0.02 -0.05 0.00 48 0.56 (HI -l.) 46 HSSIOXIOX318 16 239.11 -0.07 -0.07 0.01 0.02 31 0.60 (HI -la) 46 HSSIOXIOXI2 17 259.27 0.04 4.08 0.0 0.02 30 0.65 (HI -la) 0 HSSIOX10X12 19 207.32 0.01 -0.00 -0.011 -0.01 2 0.67 (HI -la) 46 HMIOXIOX318 23 275.04 -0.W D.OD -D.00 -0.03 30 0.69 (HI -la) 46 HSSIOX10X112 35 227.54 0.01 0.01 -0.00 -0.02 48 0.57 (14I -1a) 46 HSSIO%10X1/2 105 165.20 -0.02 0.09 0.00 -0.01 31 0.75 UU-la) 46 HSSBXUA 114 181.06 0.70 0.00 -0.06 0.00 49 0.59 (HI -Ie) 46 HSSIOXIOX318 115 109.68 -0.29 0.00 0.03 -0.00 2 0.36 (HI -1a) 46 HSSIOXHA318 Be.. IN Mm Mey V. V., LC 1.1...L Fy Site 6 WP WPn Weft Wp Wp WI B 0.60 102.80 -0.01 -16.13 .0.00 2 0.31 (HI -Ib) 50 W24X55 Per H1.3 831 8.26 1635.91 4.18 166.78 0.08 35 0.79 (HI -1b) 50 W36X210 Per H1.3 832 0.87 1373.51 -0.01 .249.08 4.14 2 0.82 (HI -1b) 50 W36X170 833 6.15 136.96 .0.96 -126.84 -0.06 35 0.64 Shear 50 W24XU Ff.me 91: Level: Acedemle Level Be C0l. Fe Moa Bluy We Vuy LC let en.1. Fy Size W Wp Minn WPft Wp Wp WI 46 55.17 -39.59 .3838 -7.29 1.25 121 0.30 (HI -lb) 50 W12X120 57 32.83 44.03 -31.78 •6.04 0.96 122 0.26 (HI -Ib) 50 W12X120 Be.. Pe Moe Muy V.. Vey LC Intee.oc Fy Site 8 Mp WPO up -h Mp Wp WI 38 2.72 -66.04 0.04 8.93 41.01 47 0.14 (HI -1b) 50 W24X76 296 1.74 -88.09 -002 -9.47 0.01 35 0.16 (HI -lb) 50 024X84 Per H1.3 Level: Andemlc Level3 Up Level: Ac.demic l.erel2 M2 Col. Pu Mm Muy 4 WP WPII Weft 21 25292 24.97 400 27 92.04 45.07 -0.01 Beam Pe Id. MY 4 WP WPft MPft 69 -0.93 -181.71 -0.00 65 0.6E .110.20 0.01 69 .8.38 -102AD 4.06 Fr.me p3: Level: AeademB Leve14 Be Col. Fu Mua MY e MP WPn WPII 33 19.37 38.82 4.00 V.a Very Cade Check Summary Slee Wp kip INI RAM Frame 14.06.02.00 8.81 ±36 0.0 31 0.36 UH -lo) P., 12129 W12X120 DalaBaae Scienn Building 7-2614 -0.00 43 0.15 Uil-Ib) 50 0729/14 21:42:14 Vex Building Code:W LC Wooed. Fy Sze Steel Code: AISC360-10 ASD Beam Fe Mm Muy Vua Vey LC 141mct. Fy Slae O MP WPB WPft WP Wp W24MS WI 50 139 2.57 -152.68 0.W .19.35 0.00 31 0.32 (HI -Ib) 50 W24%76 140 4.75 -105.67 400 16.33 D.00 43 0.32 (HI -Ib) 50 W24X55 368 4.01 -142.0 4.07 .18.77 0.03 31 0.23 (HI -Ib) 50 W24X94 Level: Ac.demic l.erel2 M2 Col. Pu Mm Muy 4 WP WPII Weft 21 25292 24.97 400 27 92.04 45.07 -0.01 Beam Pe Id. MY 4 WP WPft MPft 69 -0.93 -181.71 -0.00 65 0.6E .110.20 0.01 69 .8.38 -102AD 4.06 Fr.me p3: Level: AeademB Leve14 Be Col. Fu Mua MY e MP WPn WPII 33 19.37 38.82 4.00 V.a Very LC 61en.L Fy Slee Wp kip -66.78 WI 8.81 ±36 0.0 31 0.36 UH -lo) 50 W12X120 4.31 -0.00 43 0.15 Uil-Ib) 50 W12XI20 Vex Very LC Wooed. Fy Sze Wp Wp -52.53 WI -6.98 -27.56 BOO 2 034 (HI -Ib) 50 W2455 18.98 0.01 43 0.33 (HI -Ib) 50 W24MS 43 UP (H14b) 50 Ps Hl.3 P.10.3 19.03 0.01 31 0.21 Hll-Ib) 50 W24X76 Vux Wp 4.75 40 16.86 61.51 4.00 .8.70 67 3.61 -66.78 0.00 8.81 Beam Fe Mua Muy Vux A WP WPfI WPfI WP 13 3.36 -51.12 .0.00 -7.88 14 -2.21 -52.53 4.00 -6.98 201 5.59 42.81 402 8.77 level: Academic Level3 Up Col. Pe Moa Met 8 Wp WPn WPfI 34 53.29 .79.41 0.00 41 31.18 -99.86 0.00 Vey LC Merged. Fy Mp WP WI 0.00 156 0.09 (M1 -Ib) 50 Fn H13 Pec Hl.3 0.01 43 0.14 (HI -ib) 50 Pae H1.3 Per X1.3 0.00 152 0.15 U11 -Ib) M Per H1.3 Vey IX ImencL Fy Win WI -0.00 31 0.14 (HI -Ib) 50 Pa H1.3 0.00 103 0.16 (HI -Ib) 50 0.01 43 UP (H14b) 50 P.10.3 V. Vey LC IvtencL Fy Mp WP WI -10.38 .0.01 19 0.20 (HI -Ib) 50 Pec Hl.3 -13.54 .0.02 19 0.23 (HI -Ib) 50 Per X1.3 Size WIM20 W12X120 W12X120 Sbs W24X62 W24X55 W24X62 St. W12XI20 W12X120 FTemc M6: Level: Academic Level Ro Col. Po Mua May Code Check Summar LC laeenel. Fie SUe S RAM Pmme 14.06.02.00 WPfI WPIC Mp MP Page 1)29 RAM DweBase: Science Building 7-26-14 23.41 96.00 0.08 -11.16 072911421.2:14 43 0.22 (HI -Ib) Building Code IBC W12XI20 0.02 0.01 Steel Cade: AISC360d0 ASD Cal. Pu Mui May Vua Vuy LC Mend. Fy SV 71 11.20 100.78 0.00 13.57 -0.00 7 0.22 (HI -Ib) 50 W12X120 -194.19 Per H1.3 -3.2.92 Per H1.3 51 25.99 Per X1.3 Pa Mm Be.. Pu Mux May Va. Vuy LC Internet. Fy Sin M Wp WPB WPfI WP Wp 1 WI .102.15 149 2.02 87.28 -0.10 16.53 -O.D2 127 0.25 (HI -1b) 50 W24X68 0.01 47.05 401 43 OAS (HI -Ib) 50 W24X55 Per X1.3 May We 150 .0.25 -107.4 O.OD .15.34 0.00 55 0.32 (H1 -Ib) 50 W24X55 Wp Vua WI LC IulencL 113 Col. P.111.3 Mua bluy 371 3.13 .163.57 -0.00 21.76 0.01 43 0.26 (H1 -Ib) 50 W24X94 Level: Academic Level2 Ma WP 0.00 WI 372 4 27.35 Col. Pu Mae buy Vux Vey LC lannd. Fy St. P Wp Wpn Wp-fl Mp Wp Level: Academic WI 35.13 88 112.61 32.13 0.23 .3.26 -0.01 31 0.14 (HI -Ib) 50 W12XI20 89 37.69 .19.29 0.08 2.22 .0.00 43 0.07 (111-1b) 50 W12X120 90 139.95 .18.37 0.32 -3.48 -0.01 43 0.17 Axial 50 W12X120 Beam Po Moa May Val Vuy LC InleneL Fy St. P WP Jul Weft Wp up 12.34 WI D.05 379 -3.40 41.35 0.13 .10.58 -0.10 31 0.16 (HI -ib) 50 W24X62 0.01 8.08 Per X1.3 152 0.14 (111-115) 50 17 Pm X1.3 -86]0 .0.09 381 4.80 .90.15 -0.16 16.11 0.01 67 0.19 (111-1b) 50 W24X76 Flame M4: Vux P.111.3 LC Internet. Fy Beam Pu Mux Level: Aeede.le Level Ra Vex Vey LC Iveencl. Fy SIu M Col. Pa Mua May Vux Vuy LC Interact. By Stu N Wp WPft WPfe Mp Wp 50 WI 29 24.0,1 -0.00 0.00 0.0 0.01 46 0.13 Acted 46 HSSRXB5116 44 0.21 -56.45 0.00 6.24 0.00 152 0.11 OHI -Ib) 50 W12X136 Level: Academic Level Up Per Hl.3 Pc X1.3 Level: 50 23.40 45.91 0.0 8.50 0.00 34 0.13 (HI -IM 50 W12Xi36 Mux May Vux Vuy LC Interact. By Pm H1.3 9 Wp 64 25.78 72.83 0.00 .9.92 0.0 46 0.15 (HI -1b) 50 W12X136 119.61 O.OD 14.55 0.02 11 0.19 (HI -lb) 50 P.111.3 69 Beam Pu Mo. May Vua Vuy LC Interact. FIe Sw M MP WPft WPB mp Wp W12X17O WI Be.. IBI 5.82 41.52 0.09 6.00 -0.00 34 0.12 (Hl -Ib) 46 W24X62 125.89 0.00 17.39 0.04 II 0.19 (HI -Ib) 50 Per Hl.3 35 184 .1.72 48.47 0.06 6.40 0.09 46 0.15 (HI -Ib) 50 W24MS -DA3 .91.72 -0.02 -15.60 0.00 43 024 (HI -Ib) Pee H1.3 W24%62 185 8.06 -67.9D -0.12 .11.37 -O.m 34 0.14 X11 -Ib) 50 W24X76 f Code Cheek Summary RAM Frune 14.06.02.00 Page 15/29 e.I DataBam: ScivaBu11dint7-26.14 07129/1421:42:14 MM Building Code: MC Steel Code: AMC360-I0 ASD Bum R Moa May Vux Vuy LC utemct. Fy Stu M Wp Mp-1, WPB MP MP WI 78 7.94 .125.83 431 17.52 0.08 23 0.27 (HI -Ib) 50 W24X76 131 3.74 105.54 -0.06 15.22 0.03 143 0.36 (HI -Ib) 50 W24X62 P.111.3 Level: Academic Level Ma Col. Pu Mua May Vux Vuy LC IOBnct Fy Stu M MP WP -fl WPft WP Mp WI 11 32.26 45.53 0.08 3.45 -0.01 23 0.08 (HI -Ib) 50 WIM70 PmH1.3 Beam Pu Mua May Vua Vuy LC Interact. Fy Stu k Wp WPft WPR MP Wp WI 2 3.26 46.10 -0.19 12.85 408 35 0.28 (HI.lb) 50 W21X44 P.111.3 380 .1.34 -58.60 .0.13 -9.52 410 55 0.18 (141.1b) 50 W24X55 Pe H1.3 394 -10.72 .55.66 4.20 .11.04 417 71 0.25 (H1 -Ib) 50 W21X44 Periil.3 FTemc M6: Level: Academic Level Ro Col. Po Mua May Vax Voy LC laeenel. Fie SUe S MP WPfI WPIC Mp MP Sw WI Mp 3 23.41 96.00 0.08 -11.16 .0.01 43 0.22 (HI -Ib) 50 W12XI20 0.02 0.01 -0.02 .0.11 46 0.31 (Hilo) 46 Per H13 45 18.87 58 11.61 34.88 0.00 4.50 -O.OD 157 0.08 (HI -Ib) SO W12X120 W24X84 594 -1.37 -194.19 Per H1.3 -3.2.92 Per H1.3 51 25.99 Beam Pa Mm My Vua Vuy LC Inten.L Py Sw M Wp WpB WPIC Wp Wp Wi 36.42 1 4.55 .102.15 4.00 9.04 0.00 31 0.27 (HI -Ib) 50 W24X62 4 3.61 .158.32 0.01 47.05 401 43 OAS (HI -Ib) 50 W24X55 Mux May We Vuy LC Interact. Fy Per X1.3 g Wp Level: Academic Level Up Wp Wp Vua WI LC IulencL 113 Col. Pu Mua bluy Vax Vuy LC Interact. Fy Stu M Mp WPO kipll Wp WP 0.00 WI 372 4 27.35 84.12 0.06 .1 t.78 .0.04 19 0.20 (X1-14) 50 W12XI20 M5: 690 -6.15 -136.62 0.01 .20.17 Per H1.3 43 0.42 (141-1M Level: Academic 59 35.13 -90.61 D.OD -11.66 4.01 19 0.21 (HI -Ib) 50 W12X120 Mux Muy V. Vuy LC lederaci. Fy Pm H1.3 M Mp BYUI Science Building - Page 165 of 187 ' Code Cheek Summary RAM Frame Science 02.00 Paye 14/39 DwaBuilth eC Soien¢ Building 7.16-14 M/2911AISC34 -10 A 14 Building Cade: ®C Steel Code: piSC360d0 ASD Level: Academic Level Up RAM rrome 14.06.02.00 Code Check Summary Page 1629 Col. Pa Max May Vua Vuy LC loterrtt. Fy Sw M Mp WpB WPfI Wp Mp May WI Vuy 30 MOD 0.02 0.01 -0.02 .0.11 46 0.31 (Hilo) 46 HSSBX8X5/16 45 18.87 -122.60 0.00 12.74 0.0 19 0.24 (HI -Ib) M W12X136 31 0.31 (HI -1b) 50 W24X84 594 -1.37 -194.19 Per H1.3 -3.2.92 -0.02 51 25.99 130.98 0.00 13.84 0.01 7 0.26 (HI -Ib) 5D W12X136 PmHl.3 Level: Adedemk Leve12 Ma PerHl.3 65 36.42 140.71 0.00 .16.19 41.01 7 038 (HI -Ib) 50 W12X136 1'y Mu M Wp F4Pfl WPfe Pee HI.3 Mp Beam Pa Mux May We Vuy LC Interact. Fy St. - g Wp WpB WPfI Wp Wp Vua WI LC IulencL 113 4.99 .123.69 0.09 .25.06 -0.07 55 0.33 (HI -Ib) 50 W24X62 WI 689 1.16 -128.90 402 Per H1.3 0.00 31 0.39 (HI -Ib) 372 3.51 -161.38 -0.12 28.65 0.00 43 0.26 (HI -Ib) 50 W24XN Frame M5: 690 -6.15 -136.62 0.01 .20.17 0.01 43 0.42 (141-1M Level: Academic Level4 an FYame 97: Col. Pu Mux Muy V. Vuy LC lederaci. Fy St. M Mp Wpfe Wpfl Mp kip Vuy WI Fy 6 1339 -54.D7 D.00 5.95 0.01 11 0.08 (HI -Ib) 50 W12X17D 1 30.31 59.89 -0.00 -8.03 Poe -111.3 43 0.14 (H1 -Ib) 50 8 12.34 48.58 D.05 -5.57 -0.01 23 0.08 (HI -Ib) 50 W12X170 M 8.84 41.44 0.01 8.08 Per X1.3 152 0.14 (111-115) 50 17 5.38 -86]0 .0.09 11.12 0.03 11 0.13 (X1-16) 50 W12%q0 Be.. Pu Mua May Vux P.111.3 LC Internet. Fy Beam Pu Mux May Vex Vey LC Iveencl. Fy SIu M Wp WPB WPfI Wp WP 4.22 WI 50 230 4.94 55.42 4.17 6.93 .0.08 153 0.17 (HI -Ib) 50 W24X55 239 3.11 .50.37 4.03 4.98 Par X1.3 43 0.14 (HI -Ib) 50 410 6.04 .51.39 0.02 290 0.02 35 0.16 (HI -Ib) 50 W24X55 Level: Academic Level Up Per Hl.3 Level: Academic Level Up Mux Muy Vua Voy LC late.'. Ry Col. Pu Mux May Vux Vuy LC Interact. By Mre 9 Wp WPB klPft Wp kip -0.03 WI M 7 39.90 119.61 O.OD 14.55 0.02 11 0.19 (HI -lb) 50 W12XUO 69 2730 88.97 0.00 12.17 PaHl.3 7 0.21 (HI -lb) 50 9 3473 .110.84 D.0 -14.08 -0.01 23 0.17 (Hb1b) 50 W12X17O Be.. Pu Mae May Voa P.111.3 LC Memel. 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Muy Vux Vuy LC Mend. h she N WP WPO WPft Wp Mp MI 7 58.39 -122.10 -0.06 16.14 0.00 30 037 (HI -Ib) 50 W12X96 Per H1.3 16 33.68 58.91 4100 -7.51 4.01 155 0.18 (HI -Ib) 50 WI2X96 PerH1.3 66 40.68 66.62 -0.01 -8.79 -0.02 155 011 (111-1b) 50 W12X96 Pm H1.3 Beam Pu Mua May Vua Vuy LC Inlenet Fy She N Wp WPfI WPft MP Wp WI 210 -0.05 -132.75 0.01 3820 0.01 4 0.40 (111-1b) 50 W24X55 P.HI.3 211 2.59 -269.82 -0.01 43.20 0.01 4 0.39 (HI -lb) 50 W21X94 212 4.66 487.01 0.01 51.22 0.01 4 0.42 (11616) 50 W27X94 Level: Acededc Ueda Up Col. Pu Mua May Vua Vuy LC IateraeL Fy 51. N Mp WPR WPa MP Mp WI 8 100.69 160.96 0.00 21.08 4).W 159 0.50 011-1b) 50 W12X96 P.H1.3 17 106.68 .97.78 0.00 .14.03 .0.03 163 0.34 (111-1b) 50 WI2X96 F.111.3 70 16695 -74.07 0.00 -15.20 .0.04 42 0.40 01.1 a) SO W12X96 P.111.3 N Code Check RAM Fmme 14,060100 00 DoaBrse: Science building 7.26-14 B. ! Wall Code: ®C Summary Page 2129 07129/1421:42:14 Sm<I Code: A1SC360-10 ASD Beam Pu Mux May Vux Vey LC IMenuet. Fy Sire N Mp WPB Mp-A WP WP 27 W3 40.84 426 3.00 .138.63 0.01 42.47 -0.01 159 0.42 (HI -Ib) So W24X55 000 Sted Code: AISC360.10 ASD Cot Per H1.3 M. May P.111.3 22.32 44.50 437 3.45 .259.66 0.01 -35.99 -0.01 167 047 (HI -Ib) W W24X84 50 W12X% 0.00 Pee111.3 46 HSS4X4XIn Per H1.3 Be Afux 438 3.59 297.53 0.03 42.51 0.01 171 0.47 (HI -Ib) 50 W24%94 MPft Wp Wp We WI WPB Per111.3 .3.59 448.78 Level: Academie Level Ma 4.00 4 0.39 (III -ib) 50 W24X62 242 0.50 COL IN Max May Vux Voy LC lmeeaet. Fy She N up WPB WPft WP Mp 0.02 WI 0.33 5 200.07 -90.00 0.02 9.65 -0.00 42 0.48 (HI -la) SO W12X96 Vux Vuy LC InteneL Fy See N P.111.3 WPB WPft 10 233.24 31.67 0.00 -3.58 -0.00 30 0.44 (HI -la) 50 W12X96 31 292.86 22.05 -0.01 -2.39 0.00 30 0.51 (Hl -1a) 50 W12X96 Beam Pu Mux Muy Vax Vey Le Wtereat. 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Fy Per H1.3 N Mp 354 2.95 .233.34 0.03 41.64 0.00 159 0.42 (Hl -Ib) 50 W24XS4 .198.46 0.01 .37.91 000 159 0.60 (HI -Ib) 50 P.111.3 337 3.62 FYame N14: Level: Acedeade Meet 4 IS. C.L. Fe Mm May Vua Vuy LC ,.,[reel. Fy Siu 4 WP WPn WPfI WP WP WI 18 14.94 .56.77 0.00 7.43 .0.01 155 0.16 (111-1b) 50 W12X96 Building Cade: mC 3.01 2.69 000 Sted Code: AISC360.10 ASD Cot P.HI.3 M. May 19 20.69 47.81 .0.00 .5.80 0.02 151 0.14 (HI -Ib) 50 W12X96 7.76 .0.03 155 0.21 (HI -ib) 50 W12X% 0.00 Per H1.3 46 HSS4X4XIn Beam Pa Mm May V. Vuy LC InlenueL Fy Sin N MP WPB WPR WP Wp We WI WPB 226 1.31 -75.93 0.14 ILS6 0.00 49 0.23 (MI -Ib) 50 W24X55 227 0.62 44.11 -0.01 23.09 0.01 30 015 (HI -1b) 50 W24X62 146 0.52 Pe,H1.3 0.00 .0.96 420 P.111.3 -205.86 0.02 228 0.33 -58.55 -0.01 -11.71 0.01 102 0.18 (111.1b) 50 W24X55 147 4.53 per H1.3 0.02 1.37 Level: Andemie P.141.3 50 WIOX19 Level: Academic Level Up COL Pu Mux Col. Be Me. May Vur Vuy LC lmeneL FY Slee S Wp WPU MPfl WP Wp )2 WI 44.75 19 43.71 99.42 0.00 1227 .0.03 155 0.30 (HI -lb) 50 W12X96 435 0.09 21.14 4.01 4.16 Pm Hi.3 Levn14 Ro SO 20 58.61 .114.80 000 .12.78 0.04 151 0.35 (HI -1b) 50 W12X96 Vue Vey LC Inletve,. Fy Slu N Per H1.3 WPB WPB Bmm Pd Mm May Vax Vuy LC Iaemcl. Fy St. N Mp WPR MPA Mp Mp Jul 96 4.09 .198.46 0.01 .37.91 000 159 0.60 (HI -Ib) 50 W24X53 337 3.62 .132.88 0.06 33.08 -0.09 167 0.40 (HI -Ib) 50 W24X55 PerHU Beam Fa141.3 Mux May 427 1.18 .165.36 0.01 30.74 0.00 171 0.50 (HI -Ib) 50 W24X55 Frame Nl5; Wp WI 219 1.10 -107.81 Level: Academic level 5141 .20.50 0.01 4 0.22 (HI -Ib) 50 W24X76 220 Col. Pa Al.. May Val Vuy LC Inlem[t. Fy St. p Mp WPfI M,,o Mp in, W1 321 IB 3.67 4.58 0.00 0.71 4.00 31 0.33 Ml -lb) 46 HSS4X4X3M 32 403 4.44 0.00 0.69 0.00 115 0.32 (MI -lb) 46 HSS4X4X3/8 85 3.19 6.89 0.00 22 401 115 OAS (HI -Ib) 46 HSS4X4X3/8 Froene N16: Level: AeedeMe Imvl S Ht Col. Be BYUI Science Building - Page 167 of 187 Muy Va. Vey LC latemct. Code Cheek Summary Wp WPB WPfI Wp RAM Frame 14.06.02.00 WI 19 Page 22129 .3.01 DaeBue: Scinc4Building746-14 0.46 0.00 103 0.18 (HI -Ib) 07/29/14 21:42:14 HSS4X4XV2 Building Cade: mC 3.01 2.69 000 Sted Code: AISC360.10 ASD Cot Pu M. May Vax Vey LC Ingenue,. Fy Stan 29 59.85 .60.98 .0.04 7.76 .0.03 155 0.21 (HI -ib) 50 W12X% 0.00 7 0.27 (HI -Ib) 46 HSS4X4XIn Beam Pu P.111.3 Muy Vex Beam Pu Mux Muy Vux Vey LC lalene,. Fy Skz N We WPB WPB Wp MP 4.33 WI -1.58 88 -1.42 .189.86 -0.02 .3203 0.02 167 0.51 MI -Ib) 50 W24X55 F.111.3 146 0.52 Pe,H1.3 0.00 .0.96 420 4.49 -205.86 0.02 35.09 0.00 163 0.62 (HI -1b) 50 W24X55 PCH1.3 147 4.53 per H1.3 0.02 1.37 Level: Andemie Level Ma 50 WIOX19 COL Pu Mux Muy Vue Vuy LC Imenuct. Fy Sin 9 kip WPB WPB Wp Wp Mua WI Vua )2 156.73 44.75 0.00 -509 -0.00 163 0.34 (111-2) 50 W12X96 Frame Nl3: WI 435 0.09 21.14 4.01 4.16 Level: Antlnndc Levn14 Ro SO WIBX40 COI. Fe Mm May Vue Vey LC Inletve,. Fy Slu N Wp WPB WPB WP Wp WI II 31.80 -66.97 0.00 .9.01 .0.01 163 0.20 (HI -Ib) 50 W12X96 Per 141.3 59 19.79 36.48 0.00 133 0.00 151 0.17 (Ml -Ib) 50 W12X96 PerHU Beam IN Mux May Voce Vuy LC latenuel. Fy St. 4 Wp WPB WPB Mp Wp WI 219 1.10 -107.81 -0.01 .20.50 0.01 4 0.22 (HI -Ib) 50 W24X76 220 .1.59 -154.65 0.02 31,89 0.01 4 0.28 (HI -ib) 50 W24X84 Bar Hl,3 321 1.71 -18300 0.02 29.49 0.01 4 0.33 (HI -Ib) 50 W24X84 Per Hl.3 Level: Aevdemlc Leve13 Up Cal. W Mur May Vue Vuy LC Intemel. py Slee N Wp WPB WPB kip Wp WI 12 153.51 39.33 000 .13.20 -0,09 30 0.34 (141.2) 50 W12X96 60 70.27 -99.93 0.00 .11.89 .0.03 155 0.32 (HI -lb) 50 W12X96 Fa111.3 Beam Po Mar Muy V. Vey LC Ivlencl. Fy St. N Into WPB WPfI Wp Mp W1 102 3.42 -32420 -0.03 44.0] 0.00 167 0.51 (Hl -Ib) 50 W24X94 P.H1.3 Code Check Summary00RAM VMI Faun ,14.06.02. Page 24129 Value.: Scimce Building 7-2614 07129/1421:42:14 Building Code: MC Steel Code: AMC3W4O ASD C.I. Pa Mua May Vux Vey LC Inlemet. Fy Mee 86 0.18 4.14 000 .1.36 400 115 0.28 (HI -Ib) 46 HSS4X4X3/8 87 0.17 -3.61 0.00 1.18 BW 31 0.25 (HI -1b) 46 HSS4X4X3A 98 0.40 -6.77 0.00 2.21 0.00 31 0.46 (Hl -Ib) 46 HSS4NAMA Be.. Pu Max May Vee Vuy LC lmeneL Fy Slu N Wp MPn WPB Up MD WI 108 054 7.51 401 .2.17 401 4 0.14 (BI -ib) m WIOX19 F.111.3 109 2.00 7.52 .0.01 452 .0.00 4 0.15 (HIAb) 50 WIOX19 Pm H1.3 Ito 2.47 6.60 -0.00 -0.78 -0.00 4 0.17 MI -IM SO WIOX19 Per111.3 111 2.06 8.06 -0.00 1.43 0.00 4 0.18 (HI.lb) 50 WIOX19 P.111.3 112 0.58 8.69 -0.01 2.47 0.00 4 0.16 (HI -Ib) 50 WIOX19 F.111.3 Froene N16: Level: AeedeMe Imvl S Ht Col. Be Mua Muy Va. Vey LC latemct. py See N Wp WPB WPfI Wp Wp WI 19 3.56 .3.01 0.00 0.46 0.00 103 0.18 (HI -Ib) 46 HSS4X4XV2 24 3.01 2.69 000 .0.43 .0.00 43 0.16 (HI -Ib) 46 HSS4X4%I/2 116 0.32 4.53 0.00 -1.45 4).01 19 0.26 MI -Ib) 46 HSS4X4X12 117 0.15 4.78 000 1.54 0.00 7 0.27 (HI -Ib) 46 HSS4X4XIn Beam Pu Mm Muy Vex Vuy LC Imen6. h Stn N kip WPfI WPfI WP WP Jul 145 0.32 4.33 0.02 -1.58 0.02 43 0.08 (HI -Ib) 50 WIOXl9 F.111.3 146 0.52 3.36 0.00 .0.96 0.00 4 0.08 (HI -Ib) SO WIOX19 PCH1.3 147 4.53 5.21 0.02 1.37 AIM 103 0.10 MI -Ib) 50 WIOX19 Pa111.3 Level: Aevdeae Levei4 RO Beam Pu Mua Muy Vua Vuy LC Imenam Fy 51. N Wp WPR WPfI Wp Mp WI 435 0.09 21.14 4.01 4.16 -0.00 4 0.12 (HI -Ib) SO WIBX40 P.111.3 Frame pl7: Level: Amdemle level s HI ' �■p 1{11111 Code Check RAM Frame 14.06.02.00 DoaBau: Sclenn Building 7-26-14 Building Code: IBC Sunullary Peg. 25129 07129114 21:4:14 Steel Code: AISC3(&I0 ASD Col. Pu Al.. May Vu. Vuy LC Inlemel. F7, SIL, B Wp Wp-B WPfI kip kip 52 0.14 (HI -ib) WI 2.13 43 4.50 .2.71 0.00 0.43 0.00 103 0.24 (HI -Ib) 46 HSS4X4XV16 107 0.82 .3.81 0.00 1.24 -0.00 103 0.30 (MI -Ib) 46 HSS4X4X3/I6 108 0.20 2.72 0.00 4.88 -0.00 19 0.21 MI -IM 46 HSS4X4X5116 Beam Pe Mut May Vm Vuy LC IMIlac1, Fy We it Up WPe WPP Wp Up 0.00 WI 0.00 139 0.75 5.91 0.00 -127 0.00 4 0.14 (HLIb) 50 WIOXI9 .0.00 31 0.24 (HI -Ib) 46 HSS4X4M/I6 We. Pee HI.3 Mus Muy 140 0.31 5.65 001 -1.93 0.01 103 0.11 (RI -Ib) 50 WIOX19 Weft kip kip 150 0.14 MI -Ib) WI P.111.3 125 0.54 Frame 018: Level: Academie level 5 HI Col. Pu Mm Muy Vat Vuy LC 1011.1. Fy St. N Nip WPft WPfI kip Wp -0.34 WI 52 0.14 (HI -ib) 44 2.13 4.M 0.00 0.63 0.00 31 0.33 (III -Ib) 46 HS94X4X5/16 53 2.37 4.46 0.00 .0.70 -0.00 43 0.36 MI -Ib) 46 HSMX4X5/]6 109 3.26 611 0.00 .2.01 0A0 115 0.49 (HI -Ib) 46 H884X4X5116 110 0.86 4.18 0.00 2.02 .0.01 31 0.49 (HI -Ib) 46 HSS4X4X5116 111 -0.03 3.80 0.00 -1.24 0.00 115 0.30 (HI -Ib) 46 HSS4X4X5116 112 063 .3.10 0.0 1.01 .0.00 31 0.24 (HI -Ib) 46 HSS4X4M/I6 We. IN Mus Muy Va. Vuy LC IoleneL Py She 0 Up Wive Weft kip kip 150 0.14 MI -Ib) WI HSS4X4X1/4 125 0.54 8.03 -0.01 -16 -0.01 4 0.15 (HI -Ib) 50 W]OX19 84 5.27 2.63 0.00 -0.85 0.01 PerHl.3 46 HSS4X4XI14 126 1.95 8.57 .0.00 -1.74 0.00 4 0.20 (HI -Ib) 50 WIOX19 p Wp WPO WPfI kip kip Per H1.3 WI 4 0.31 (HI -Ib) 127 2.35 7.73 -0.00 0.82 0.00 4 0.20 (HI -Ib) 50 WIOX19 50 WIOX19 PV H1.3 �M Per Hl.3 128 1.87 8.71 0.01 1.49 0.02 4 0.17 (HI -Ib) M WIOX19 50 WIOX19 Beam Pu Mur May P.111.3 Vag Per Hl.3 129 0.38 11.05 0.01 3.70 0.01 4 0.21 (MI -Ib) M W[OX19 game, F19: W10X19 105 -1.99 -7.26 O.pl Per X1.3 -0.00 PcrHl.3 Level: Academic ]1,,15111 -10.35 0.00 -3.81 OAO 4 0.19 MI -Ib) 50 CoL Pu Mut Mot Vua V., LC IutemcL Fy Slat, 0 Up ic'n WPP kip kip 0.00 WI 50 64 6.31 1.27 0.00 0.39 0.00 40 0.16 (HI -Ib) 46 HSMX4X1/4 65 17.32 .2.71 0.00 -0.83 0.00 4 0.45 (HI -la) 46 HSMX4XI/4 66 4.36 1.91 0.00 -0.59 0.00 124 0.21 MI -Ib) 46 HSS4X4X1/4 67 1155 -2.31 000 075 0.03 4 0.27 (HI -Ib) 46 HSS4X4XI14 68 11.27 .2.95 0.00 0.98 0.00 4 0.35 ell -Ib) 46 HS54X4XI14 69 7.45 4.93 OM 0.36 0.00 112 0.14 (HI -Ib) 46 HSS4X4XI14 St. 8 kip WpP Code Check Summary WP WI ®I RAM 1.. 14.06.02.00 3.1A -3.69 0.00 .1.25 Page 27129 4 0.38 (HI -Ib) Daml3om: Science Building 7-26-14 HSS4X4XI14 101 12.25 -2.42 07/29/14 21:42:4 -0.79 Building Code: MC 109 0,31 (HI -Ib) 46 HSS4X4XI14 Sl,d Cod.: AiSC360-IOASD Beam Po Mor May V., Vuy LC IalemeL Fy Site, 114 0.41 .22.62 4.00 -8.11 4.00 4 0.42 (HI -Ib) 50 WIOX19 10.41 -1.51 0.00 0.49 -0.00 125 0.21 (HI -Ib) P.111.3 HSS4X4Xl/4 105 115 422 -23.58 -0.00 6.42 -0.0 4 0.42 (HI -Ib) 50 WIOX19 2.51 1.23 0.00 .0.39 -0.00 150 0.13 (HI -Ib) P.111.3 HSMX4X114 Beam 119 LOS 18.45 4.00 8.23 -0.00 4 0.35 (HI -Ib) 50 W10X19 120 0.95 .19.26 -0.00 4.84 -0.00 4 0.36 (HI -]b) 50 WIOXi9 4.22 .14.19 0.00 9.86 0.00 4 0.26 (HI -Ib) PerHI.3 W10X19 121 A." -16.58 -0.00 4.24 0.00 4 0.31 MI -Ib) 50 WIOX19 0.34 .16.59 0.00 -5.42 -0.00 4 0.31 (HI -Ib) P.H1.3 WIOXl9 122 0.85 .19.41 .0.00 11.66 4.00 4 0.36 (HI -Ib) 50 WIOX19 0.32 14.09 0.00 4.14 0.00 4 0.26 (HI -Ib) P.H1.3 WIOX19 123 1.00 14.90 -O.W .7.37 0.00 4 0.30 (HI -Ib) 50 W10X19 .0.49 .13.70 0.00 .3.59 0,00 4 0.26 (HI -Ib) Pee H19 W]OX19 124 4.15 4.08 4.01 0.82 0.00 4 0.08 MI -Ib 50 WIOX19 .0.85 .13.19 0.00 -3.16 0.00 4 0.25 (11I -Ib) P.111.3 WHIM Frame 021: Lever Academic level a[ Col. Pt Mua May Va, Vuy LC IMIML ry Site, 1 top WPO We up kip -0.34 WI 52 0.14 (HI -ib) 75 11.09 3.48 0.00 1.24 4.01 36 0.40 (HI -Ib) 46 HSS4X4X1/4 76 2.57 -1.37 0.00 0.44 0.00 150 0.14 (HI -lb) 46 HSMX4X1/4 77 8.45 4.93 0.00 4..41 OM 48 0.14 en -Ib) 46 HSMX4X1/4 78 7.55 0.89 0.00 0.37 0.00 108 6.13 (HI -1b) 46 HSS4X4XI14 79 9.98 1.52 0.00 4..51 0.01 48 0.21 MI -Ib) 46 HSS4X4X1/4 80 6.45 1.68 0.00 4.55 0.00 48 0.20 en -Ib) 46 HSMX4Xi/4 81 3.33 -1.44 AM 0.46 0.00 150 0.16 (HI -Ib) 46 HSMX4X1/4 82 472 4.21 0.00 0.40 0.00 150 0.14 MI -Ib) 46 HSS4X4X1/4 83 8.31 2.35 0.00 .0.78 0.01 48 0.27 (HI -ib) 46 HSMX4X1/4 84 5.27 2.63 0.00 -0.85 0.01 120 0.28 (HI -Ib) 46 HSS4X4XI14 Beam Fe Mua May Vu, Vuy LC Ivtemct by She p Wp WPO WPfI kip kip 4.45 WI 4 0.31 (HI -Ib) 98 0.28 10.73 0.00 3.52 0.00 4 0.20 Ml -1b) 50 W10X19 50 WIOX19 Per Hl.3 �M Per Hl.3 99 4.40 .10.72 0.0 3.18 0.00 4 0.20 (HI -Ib) 50 WIOX19 50 WIOX19 Beam Pu Mur May P.111.3 Vag Per Hl.3 100 4.90 -9.67 0.00 4.41 0.00 4 0.18 (HI -lb) 50 WIOX19 50 W10X19 105 -1.99 -7.26 O.pl Per X1.3 -0.00 PcrHl.3 101 4.65 -10.35 0.00 -3.81 OAO 4 0.19 MI -Ib) 50 WIOX19 50 WIOX19 91 0.18 8.42 0.00 Per Hl.3 0.00 4 0.16 (HI -Ib) 102 4.41 8.82 0.00 4.69 0.00 4 0.16 (HI -lb) 50 WIOX19 92 .0.08 -8.98 000 Per H1.3 0.00 4 0.17 (HI -ib) 103 4.69 -11.04 0.00 8.09 0.00 4 0.21 (HI -Ib) s0 WIDX19 93 4.11 -7.93 -0.00 P.X1.3 0.00 4 0.15 (HI -)b) I RA' 1{FI BYUI Science Building - Page 168 of 187 Code Check Summary PAM Frame 14.06.02.00 Page 26/39 DalaBuc: Science Building 7.26.14 07129114 21:42:14 Building Cattle: W Steel Code. AISC360-10 ASD Col. Fe Ma, May Vu. Vuy LC lotemel. 1A SIm 70 7.99 0.93 0.00 -0.34 0.00 52 0.14 (HI -ib) 46 HSS4X4XI/4 71 3.91 1.37 OAO .0.46 0.00 155 0.15 (HI -Ib) 46 HSS4X4XI/4 72 3.55 -1.36 0.00 0.45 0.00 151 0.15 (X176) 46 HSMX4X1/4 73 9.48 -0.39 0.00 0.27 0.00 4 0.13 Axial 46 HSMX4XI14 Boom Pu blot May Vic, Vuy LC ].]tract. Fy Six. 0 kip Wpfl WPfI kip kip HSS4X4X1/4 WI 83 4.11 7.43 4110 -3.55 -000 4 0.14 (HI -Ib) 50 WIOXI9 4.12 0.00 1.40 0.00 4 0.48 en -Ib) 46 P.H1.3 98 2.42 84 440 .2182 -0.00 -10.14 .0.00 4 0.41 MI -lb) 50 WIOX19 Mu, Muy Vua Vuy LC In1en,L Fy Pec H1.3 8 kip 85 0.49 24.54 -0.00 7.17 BW 4 0.46 (HI -IM 50 WIOX19 17.32 -0.00 2.99 -0.00 4 072 (HI -Ib) 50 Per HI,3 86 0.99 16.22 0.00 4.45 000 4 0.31 (HI -Ib) 50 WIOX19 87 0.56 .12.07 0.00 -8.59 0.00 4 0.23 (HI -Ib) 50 WIOX19 Page 28/19 �M Per Hl.3 -2&I4 88 -0.34 .10.68 0.00 4.18 0.00 4 0.20 fill lb) 50 WIOX19 Beam Pu Mur May Va. Vag Per Hl.3 Fy Sin 89 -0.37 .9.82 0.00 4.66 0.00 4 OAS (HI -Ib) 50 W10X19 105 -1.99 -7.26 O.pl 4.64 -0.00 PcrHl.3 50 WIOX19 9D .0.11 -7.72 0.00 7.38 0.00 4 0.14 Shce 50 WIOX19 91 0.18 8.42 0.00 .3.60 0.00 4 0.16 (HI -Ib) 50 WIOX]9 P.H1.3 92 .0.08 -8.98 000 -2.92 0.00 4 0.17 (HI -ib) 50 WIOX19 P.111.3 93 4.11 -7.93 -0.00 6.55 0.00 4 0.15 (HI -)b) 50 WIOX19 Frame 022: Per111.3 Level: Academic Rome #104 Level: Academic level 5111 Col. Pu Mur May Va. Vuy LC IvlemO. Fy Sint N Up WPfI WPeI kip WP WI 91 -0.84 -2.57 0.00 4.80 ON 42 014 (HI -Ib) 46 HSMX4XI/4 92 8.21 -3.81 0100 1.32 0.00 4 0.41 (HI -Ib) 46 HS54X4X1/4 93 14.53 2.01 0.00 0.47 0.01 4 0.28 (HI -Ib) 46 XSS4X4X1/4 94 6.45 4.85 &M -1.63 0.00 42 0.49 (HI -Ib) 46 HSS4X4X1/4 95 1.04 -1.12 0.00 0.35 0.00 IN 0.11 (HI -lb) 46 HSS4X4X1/4 9611.34 3.79 0,00 1.31 0.00 30 0.43 MI -Ib) 46 HSS4X4XI14 97 14.48 4.12 0.00 1.40 0.00 4 0.48 en -Ib) 46 HSS4X4XI14 98 2.42 1.18 0.00 0.39 0.00 122 OA3 (HI -Ib) 46 HSS4X4XI14 Beam Pu Mu, Muy Vua Vuy LC In1en,L Fy SIm 8 kip WPB WPfI kip kip WI IW 4.18 17.32 -0.00 2.99 -0.00 4 072 (HI -Ib) 50 WIOX19 Pee H1.3 Check Summary ICode RAM Force 14.06.02.00 Page 28/19 �M Delta..: Scicnm Building? -2&I4 07129/14 21:42:14 Building Code: HIC Suet Code: AISC160-10 ASD Beam Pu Mur May Va. Vag LC InleeaeL Fy Sin 104 4.99 40.63 0.00 3.96 .0.00 4 0.20 (HWb) 50 WIOX19 105 -1.99 -7.26 O.pl 4.64 -0.00 48 0.14 -(HI -1b) 50 WIOX19 Per 141.3 106 -1.86 .9.96 0.01 7.88 .0.00 48 0.19 (MI -lb) 50 WIDX19 P.111.3 101 027 -13.09 0.01 4.65 0.0 39 0.24 (HI -Ib) 50 WIOX)9 Pcr H1.3 141 006 8.21 .0.00 2]8 0.00 4 0.15 (HI -lb) 50 WIOX19 Frame 022: Level: Academic level HI Col. Pu Mua Muy Vox Vuy LC Memel. fy St. 8 kip WpP WPfI WP WP WI 100 3.1A -3.69 0.00 .1.25 .0.01 4 0.38 (HI -Ib) 46 HSS4X4XI14 101 12.25 -2.42 0.00 -0.79 4.01 109 0,31 (HI -Ib) 46 HSS4X4XI14 102 1.46 1.37 0.00 -0.34 4.01 37 0.18 (liI-Ib) 46 HSS4X4X1/4 IM 2.02 1.31 0.00 -0.44 0.00 150 0.14 (HI -Ib) 46 HSS4X4X1/4 IM 10.41 -1.51 0.00 0.49 -0.00 125 0.21 (HI -Ib) 46 HSS4X4Xl/4 105 6.82 .2,86 0.00 0.93 0.00 49 0.31 (HI -Ib) 46 HSS4X4X1/4 106 2.51 1.23 0.00 .0.39 -0.00 150 0.13 (HI -Ib) 46 HSMX4X114 Beam Pu Mae MY Ven Vuy LC Ivlen<t. A' Slac 8 kip WPR WPfI up kip WI 130 4.22 .14.19 0.00 9.86 0.00 4 0.26 (HI -Ib) 50 W10X19 Per Hl.3 131 0.34 .16.59 0.00 -5.42 -0.00 4 0.31 (HI -Ib) 50 WIOXl9 P.111.3 132 0.32 14.09 0.00 4.14 0.00 4 0.26 (HI -Ib) 50 WIOX19 Pzr H1.3 133 .0.49 .13.70 0.00 .3.59 0,00 4 0.26 (HI -Ib) 50 W]OX19 Per X1.3 134 .0.85 .13.19 0.00 -3.16 0.00 4 0.25 (11I -Ib) 50 WHIM Per HI.3 135 -0.83 .13.72 .0.00 4.70 0.00 4 0.26 (HI -Ib) 50 WIOX19 P.111.3 136 4.90 .14.52 .0.01 .5.36 -O.w 4 0.27 (HI -Ib) 50 WIDX19 PmX1.3 137 023 4.92 -0.00 -5.14 -AW 4 0.10 Shear 50 W10XI9 Fbame425: Level: Academic level HI Col. Pu Mm Muy Vux Vuy LC Iplemcl. Py $1. I WP WPB WPfI kip up WI 54 1.84 2.45 ON 4.59 0.00 43 0.20 (HI -Ib 46 HSMX4X3/16 BYUI Science Building - Page 169 of 187 Code Check Summery RAM Frame 19.06.02.00 Pase 29(]9 LIMMIDuuBase: Science Building 12614 m129/1921:42:14 Builftc.de: M Steel Cade: AISC360-10 ASD Be.. Pu Mur Aluy Vuu Vuy LC Inle.,L Fy Sw # WP Wyft WPrf WP WP k51 139 0.09 5.96 .0.00 -1.94 -0.00 43 0.11 (HI -1b) 50 WIOX19 Per H1.3 Joint Code Check smmery RAM Frame 14.06.02.00 Do Science Building 73614 0729/1421:43:58 VMI8 Building Code: INC Steel Cadc: AlSC360.10 ASD Jaw Element Side Lou 63 No beams fixed to column Range. 67 No beanrs fixed to column flange. 78 No burns axed to column nano. % No beams fixed to column Range. 183 No beams fixed to colmtm nange. 200 No beams fixed to column Range. 201 No beams fixed to column Range. 191 No beams fixed to aolmnn Range. 178 No beams fixed n column nange. 187 No hams fixed to column nange. 170 No bums fixed to column nange. 160 No bums fixed to column now. 93 No beams fixed to column Range. 82 No beams fixed to column Oenge. 73 No bums fixed to colmnn Range. 188 No beams fixed to column Range. 161 No beams fixed m column nmge. 77 No beams fixed 19 column Ounce. 76 No bums fixed to column Range. 66 No beams fixed to column nange. 74 No bmms Fixed to cut utnn funds. 156 No beams fixed to column nange 189 No beams fixed to column Hong. 171 No Imans fixed to column Ranee. 75 No beams fixed to column nange. 140 No beams fixed to column Range. 122 No beams fixed tq coimnn nange. 59 No bmms fixed to In. nange 97 No hums fixed m to. Range. 217 No hams fixed to column Range. 224 No beams fixed to column Range. 264 No beams fixed to column Range. 263 No beams fixed to column Range. 222 No beams fined to column Range. 242 No beams fixed to column Range. 257 No bmms fixed to calumn flange. 210 No beams fixed to column flange. 234 No beams fixed to column Hong. 254 No beams Said to column finite. 277 Column m thejoint is cot an Isecdan. 279 Column m thejoint is teat an Isection. 308 No bums fixed In column Range. 315 No beams fixed to column nange. 313 No bums Oxed to column nange. DlmexslonsRa) AISC Provision IJoint Cade Check SummervCode Check Summery RAM F.14.06.02.00 Page 3/23 Datalbou: Science Building 736-14 07a9114 21:43:58 Building Code: WC Sind Code: AISC360-10 ASD Sly JaM Element Side Loc. Dimenslxas(ia) AISC Provmoa 3 65 Web Plate Not Required Not Required All Siff.. All Both Nos Required 3 64 Web Plate Sheena All Nat Required Not Regaud Stiffener All Both Not Requitd 2 208 Web Plate Both Not Required Not Retained SefFmer All Both Not Requited 2 207 Web Plate 2 226 Web Plate Na Required Not Required SliDenm All Both Not Required 2 209 Web Plate Not Buttered Net Required All SORrner All Bah Net Raluird BYUI Science Building - Page 170 of 187 Joint C de Check Sumni RAM Frame 10 06.02.00 Page 2125 _ DalaBase Sdence Building 7-26-14 07/29/14 21:43:38 Building Cade: IBC Steel Code: AISC360-10 ASD Sly JAW Blement Side Lee. Dimmslandix) AISC Provisloo 1 298 Nobeams fixed mmltimn nange. 1 300 Nobumsfisedmmlmn lbings. 'Joint Code Check Summary RAM F.,14.06.02.00 Page 425 Dubai Science Building 746-14 0729/14 21:43:58 Building Code: ®C Steel Code: AISC360-10 ASD Sty JdN Element Side Lot. Dlmemloagla) AISC Provision 3 101 Web Plate Not Required Stiffener All Both Notlbox and 3 100 Web Plete Not Requited Sheena All Both Not Regaud 3 102 Web Plate No, Regolred StiRmer All Both Not Required 2 227 Web Plme Nol Required StlBenea All Both Not Required 2 226 Web Plate Not Required Stiffener All Both Not Required 2 228 Web PldO Not Buttered Stiffen. All Both Not Required 1 318 Web Plate Not Required Stiffener All Both Not Requhd 1 317 Web Plate Not Required St1Rrnm All Both Not Required Vg'Joint Code Check Summary RAVg Frame 14.06.02.00 Pelle Y 5 Dotcdim: science BuildiV 7.26.14 07129114 21;43:58 Building Code:1BC Steel Cade: AISC360.10 ASD Sty J." Elemem Sid. Loc. Dlmeasloos(la) AISCProvlsla. 3 150 Web Plate 56 Web Plale Net Requited stiffener All Both Not Requited 3 152 Web Plme Nat Requbed 3 Not Requirtil stiffener All Both Not Required 3 151 Web Plate All Both Not Required Stiffener All Both Not Required 2 250 Web Plate 2 273 Web Plate stiffener Not Required Stiffener All Both Not Required 2 252 Web Plate Not Required Not Required Stiffener All Both Nul Required 2 251 Web Plate 204 Web Plate Not Required Stiffener All Both Not Required 1 341 Web Plala N.t Required 2 Not Requited Stiffener All Both Nat Requited 1 340 Web Plate All Both Nod Requited Stiffener All Both Not Required 1 339 Web Plate Stiffener Na Required Stiffener All Both Nm Requited r Joint Code Check Summary e.Ip aAM None 14.o6.02.W Palle 7n5 RA DattBaae; Science Building 7-2614 0729/1421:43:58 Building Code:M Steel Code: MC360.10 ASO Sty J.e9 Element Sid, Loc. DlmenslottoNd AISC Prarblon 3 56 Web Plale Not Required Not Required All stiffeaer All Both Nat Requbed 3 58 Web Plute Nth 3 197 Web Plem Not Requited Not Required Stiffener All Both Not Required 3 57 Web Plate stiffener All Not Ragtdred 2 273 Web Plate stiffener All Both Not Requimi 2 202 Web Plate 1 312 Web Plate Not Required All Sliffener All Both Nm Requited 2 204 Web Plate Not Required Stiffener All Both N.t Required 2 2D3 Web Plate Not Requiml Stiffener All Both Not Requited 1 285 Web Plot. Not Requited Stiffener All Bath Not Required NIBYUUWpueaapBdik vRftWv171 of 187 R RAM Feeme 14.06.02.00 Page 623 RA DalaBase: Science Building 7-16-14 07nW14 21 A3:59 Building Code: MC Steel Code: AMC360-10ASD Sq Jew Element Sid. Loc. 3 195 Nobeams fixed to colo,.. Oanue. 3 196 Web Piece Not Required Stiffener All Bad, 3 198 Web Plate 3 95 Web Plae Stiffener All Nth 3 197 Web Plem Both Not Required Stiffener All Both 2 271 Web Plate Stiffener All stiffener All Both 2 273 Web Plate Not Required Safferter All Both 272 Web Plate 1 312 Web Plate stiffener All Both Dlmeosionslin) AISC Pmvblon Not Required Not Required No, Required Not Requited Net RequindI Not Required Not Requited Nol Required Not Requited Not Raqulted N.IRequirdl Not Required Joint Code Check Summary RAM Frmne 14.06.02.00 Peg. 825 PM DalaBact: ScienceBuilding 7-2&14 072911421:43:58 Building Cade: MC Steel Code: ABC360-10 ASD Sly 3.0 Ekment Sid. Loc Dlmemlonsda) AISCProvbiou 3 90 Web Plate Not Required Stiffener All Both Not Required 3 95 Web Plae Not RegWred Stifrmer All Both Not Required 2 221 Web Plate Not Reriabed Stiffener All Both Not Required 2 223 Web Plate Not Required stiffener All Both Not Requited 1 312 Web Plate Not Required Stiffener All Both Not Required Joint Code Check Summary MM Frame 14.06.02.00 Page 9125 RAM Dataease: Sdenm Building 7-26-14 07nW1'421AI:5S Building Code: MC Sud Code AISC360.10 ASD BYUI _TMPLAjW&72 of 187 nRAM Frame 14.06.02.00 Page IW23 N nBue: Science Building 7-26-14 0729/14 21:4338 Building Code: MC Steel Code: AISC360-10 ASD Sty JnO Element Side Lee. Dimemlom a) AISC PmBlon Sty Jntp Element Side Le, Dimenale.,N) ABC Pen,hion 3 143 Web Plate . Stiffener Not Required 3 194 Web Plate 3 135 Web Plate Not Required BriRener All Both Not Required All Stiffener All Both Na RequirW 3 141 Web Plate Not Required Not Required 3 199 Web Plate Boo Net Required Not Required Stiffener All Both Not Required 3 Stiffener All Both Not Raquird 2 249 Web Plate 243 Web Plate All Not Required 2 274 Web Plne SBffener All Nm Requirrd StiRner All Boo Noe Required Both Stiffener All Both Not Required 2 249 Web Plate Not Required 2 Not Required 2 269 Web Plate Not Required 2 Not Required stiffener All Bath Not Required 230 Web Pam Stiffener All Both Not Required 1 336 Web Plale All Bath Not Required 2 275 Web Plate All Both Not Requires Stiffener All Both Nm Required Not Required Stiffener All Both Not Required Joint Code Check Summa RAM Fame 14.06.02.00 Page IIns RAM MuNaa: Bascom Building 7.26.14 07129/1421:43:56 Ouilding Code:MC Suel Code: A1SC360-I0 ASD Sty Jack Eameul Side Lm. Dlmenahmni.) AISC P.,kha 3 126 Web Plate Not RegeiM . Stiffener All No Not Required 3 135 Web Plate Not Required Stiffener All Both Not Real 3 116 Web Plate Not Required SNRener All Boo Net Required 3 107 Web Plate Both Bot Not Required 3 stiN ser All But Not Requited 2 243 Web Plate All Both Not Requited 2 SBffener All Both Not Requited 2 245 Web Plate All Both Noe Required 2 Stiffener All Boo Not Required 2 235 Web Plaza All Both Not Required 2 Stiffener All Both Not Requited 2 230 Web Pam All Both Not Squired 2 Stiffens All Bath Not Required I Joint Code Check Summary RAM Frame 14.06.02.00 Page 12/15 Oeulhose: Science Building 7-2614 07129/14 21:43:55 Building Coda MC Steel Code: MSC350-10 ASD Sly 3.0 Element Side Lac Dlmeaohm,N) AISC Prw0lon 3 115 Web Plate Not RequlrM Stiffener All Bold Not Rmulred 3 125 Web Plate Not Required Stiffens All Both Not Required 3 110 Web Plate Not Required Stiffener SideB Top 5.500x 4.250x 0.375 K1.2 Stili s Both Bot Not Requhed 3 134 Web Plate Not Required Stiffener All Both Nat Required 2 233 Web Plate Noe Required Stiffener All Both Not Roquhad 2 241 Web Plate Not Required Stiffener All Both Not Required 2 232 Web Plate Not Required Stiffener All Both Not Required 2 244 Web Plate Not Required Stiffens All Both Not Required 1 324 Web Plate Not Required Stiffener All Rah Not Required 1 329 Web Plate Na Ralulred Stiffener All Both Not Required 1 323 Web Plate Not Rio tined stiffener SideB Top 5.500x 4.2%x 0.50 K1.3;KI.2 Stiffener SideB But 5.500x 4350a 0.500 K1.3 1 332 Web Plate Not Requited Stiffener All Both Not R,.bed "RI'M Joint Code Check Summary RAM Pena,14.0602.00 Page 13125 DatD.: Sema Building 7.2614 0712911421:43:58 Building Code: MC Steel Code: AISC36 10 ASD Sty Jntg Element Side Loa Dimmalonaun) AISC Pravislon 3 137 Web Plate No[ Raluired StiRrnar All Both Not Required 3 305 Web Plate Both Bot Not Required siRener All Both Not Required 3 119 Web Plne All Bath Net Required Stiffener Both Top 10,90. 4.750. 0.375 K1.3; K12 Stiffener Both Be, Not Required 2 246 Web Plate Both not Not Betrothed Stiffener All Both Not Required 2 229 Web Plate All Both Not Required Stiffener All Both Not Required 2 236 Web Plate Na RMired Matter Both Top Not Required Stiffener SbeA Bol 5.500. 4.375. 0.500 K1.3 1 334 Web Plate Not Required sti@ner All Both Net Raluired 1 320 Web Plate Na Raryimd stiffener, All Both Not Required 1 327 Web Plam Not Ragpined stiffener Both Top 10.9mx4.750x0.M KI.3;KI.2 stiffen.. Both Bot 10.902.4.750x0.375 K1.3;KIA Joint Code Check Summary RAM Freme 14.06.02.00 Page 15/25 Dela ne.i Selena Building 7.26-14 07/2911421:43:56 Building Cod.: IBC Slee] Code AISC36040 ASD Sty Jmg seemed Side Lee. Dlmemlom(W) AISC Provblon 3 123 Web Plate Not Required Stiffener Both Top 10.900x 4.250x 0.500 KI.2 Stiffener Both Bot Not Required 3 109 Web Plate All Both Nol Required StiRrner All Bath Nat Required 2 240 Web Plate All Both Not Requited Stiffener Both Top 10.900x 4.373x 0.500 K1.3;K62 st Rener Both not 10.902. 4.375,t 0.5N K1.3 2 231 Web Plme All Bath Nol Romired stiffener All Both Not Required BYUI Science Building - Page 173 of 187 qIJoint Code Check Summary R RAM F.. 14.06.02.00 Point 14125 M DaleBsse; Science Building 7-2614 07129/1421:43;58 Building Code: MC Steel Code: AISCM-10 ASD Sty law Element Side Loc Dlmenalom(le) AISC Provklan 3 166 Web Plate Not Required Stiffener Both Top 10.900x 4.250x 0.375 KI.2 Stiffener Both Bol Not Required 3 157 Web Plate All Both Not Requiad Stiffener All Both Not Required 2 259 Web Plate All Both Not Required SliRener All Both Not Required 2 255 Web Plen All Both Not Required Sliffener All Bath Not Required Joint Code Check Summary RAM Fame 14.06.02.M Page 1625 VM Barad.: Science Building7-2614 072911421:43:59 Building Code: BIC Steel Code: AISC360-10 ASD Sty Mil Element Sid, La. Dmamlons(la) AISC Provblon 3 162 Web Flme No, It olocA Stiffener All Huth Not Required 3 172 Web Phle Not Required Sliffmer All Both Not Required 2 255 Web Plele Not Requlhed SRRener All Both Not Required 2 262 Web Plate Not Required Stiffener All Both Not Required joilitCode Check Sary "M MM Front 14.06.02.00 Page Il/a3 RAM DmaBme Selcme Building1-26-14 0129/1421:43:58 Building Cade MC Steel Code: AISC36M0 ASD Sty Jnm Element SMe Lot. Dlmemlom(ta) AISCPravislon 4 1 Column a(Irtjoint is not an lsemion. 4 6 Column al dtejoim is not an Isettion. 4 5 Cnlumn al dtejoim is not an 1 ane ion. 4 4 Column at bejoint is not an I swim. 4 3 Column atbejoint is test an Imlion. 4 2 Column at ibejoint is mal an Iseetion. Joint Cade Cheek Summary 01 BAM From. 14.06.02.00 Pape 1985 AAM DtlaBase: Scones Building] -26-14 01/29/1421:43:58 Building Cade: ®C Steel Code: ABC360-10 ASD lerweM11: Sty JnM Element Side Lae. Dimenslowund AISCProvislon 4 33 Celumnauhejoimisnolm laedion. 4 32 Culumnallbejaimismman Imtion. 4 31 Column mthejoini isnot an Iseetion. BYUI Science Building - Page 174 of 167 Joint Code Check Summary R EAMFse: Sdam6.02.00 Pepe IBRS RA Daildin, Cooience Build ng l'o-614 01/29/142lQ ASD Building Code: ®C Steel Code: AISC36610 ASD Ery Jno Element Side Lne. Dimenslomfted AISCProvislon 4 21 Colnunn al lhelaint is not on lsmion. 4 30 Call east tbejainl isnot on Isedian. 4 29 ColunmmthejoliniSmAm I.etion. 4 28 Column al thejoint is not an 1 section. Joint Code Check Summery EAM F. 14.06.m.00 Page 20/25 Data lase: Science Building 1-26-14 01/29/14 21:43:58 Building Code:mC Steel Code: ABC360-IDASD Sty Jotd Element Side Lon Dlmenal... ae) AISCProvhi0n 4 55 Column at hejaim is not an l section. 4 49 Calumn oulte joint is not an I swine. 4 50 Calumn at bejoint is not an Isexlion. 4 54 Column m tbejoinl is mt an l section. 4 51 Calumn auhejaim is not an i seetion. 4 53 Column at thejaiul is unit an Ismdon. Joint Code Checle Summary 1 01 RAM Fs -.me 14.06.02.01) Page 21125 DamBass: Science, Building 7-26.14 8 072911421:43:58 Building Code: IBC Steel Code: AISC360-10 ASD JTameRM Sty Jnw Element Side Le". Dimensimee(s) AISC Peovblon 4 7 Colman at dwjoi:d is not an Isenion. 4 9 Colmnn ouhepul is not an I section. 4 11 Column at hejoinl is not an 1 section. 4 13 Column at the joint is not an l section, 4 15 Column anhe joint is out an Iseclion. 4 17 Column at lbe,mmis not an l aadion. 4 19 Column mthe join, is not an Isa,ian. 4 21 Column 0 lhejoinl is not an Isenion. 4 23 Column al the join, is nm an Ise.don. 4 25 Column au he join, is at an be.tinn. Joint Code Check Summary PAM F.. 14.06.02.00 Page 2385 RAM Datalue: Stene Building 7-2614 07/29/1421:43:58 Building Cade: MC Steel Code: MSC360-10 ASD Fame#21: Sty Jath Element Sid, Los. Dlmeasloas(In) AISCPm 1sIon 4 8 Column at hejoinl is not on l sceion. 4 26 Worse auhejoint is not an 1 sari... 4 10 Column m lhejoint is not an 1 section. 4 12 Column al thejmm is not an I ... lion. 4 14 Colmnn at lhejoinl is ml an I vesfixt 4 16 Column auhejoinl is ml an Iseelixt 4 18 Column at lhejoinl is not an l section. 4 20 Column at hejoitd is not an Isenion. 4 22 Column st dmjoim is not an,section, 4 24 Column at hejoint is not an Iseeuon. BYUbe9pie06B2$dldipZuA?ag@v175 of 187 RAM James 14.06.02.00 Page 22125 MDmaBase Science Builaing7-2414 07/2911421:43:58 M Building Code: IBC Steel Code: AISC360-10 ASD St, Jaw Seemed Side Los. Dlmenslonsiln) AISC Peovblon 4 36 Colman al lhejoinl is not an Isection. 4 52 Colmnn ai,hejoin, is not an Isenion. 4 3B Column al disjoint is not an l section. 4 40 Column at ll,aj.1m is nod an Isenion. 4 42 Column at die joint is not an (section. 4 44 Colmnn auLejuim is ml and Isenion. 4 46 Column at hejoint is vm an Isenion. 4 48 Column at@ejoint is nal an IRnion. Joint Code Check Summary RAM Famous 14.6.02.00 Page 240 DmaBme: Stem Building 7-26-14 07/29/1421:4338 Bwldin6 Code: ®C Steal Cade MEOW ASD Sty JPW Element Sid. Lee. Dlmeoslom(le) AISC Pmvblon 4 35 Column at thejoin is no, an l section. 4 47 Column at thejoed is not an Isalion. 4 37 Cal umnanhejoinl is not an I ectimt. 4 39 Column at hejoint is real an Isection. 4 41 Column at hejoint is not an Isenion. 4 43 Column aft hejoint is not on Isecdon. 4 45 Column at joint is not an lsmton. BYUI Science Building - Page 176 of 187 Oil loin[Code Check Summary MM F.. 14.06.0'.00Pe 25P5 Dmeame: Science Buildin, 0-26-19 0112911921:42:58 BuiWin6 Cedc: IBC Steel Cade: AISC560.10 ASD Mame #25: Sty JaM Element Slde Lee Dlmeml4m0o) AISC Fnvlsloo 4 54 ColomnanLejoim is na an lzmlion. BYUI Science Building - Page 177 of 187 ON BYUI Science Building - Page 178 of 187 v 00 O O U1 00 d G C O O OO O O O PO:vZZ-A\oZZZZZZZZZZZdZyZ%HZZnyZZ O o oo O O O O o yO O o 4 N OV 0 V �° o A 0 00 g0 0 q0CC QqqCq0 Q0 0 edq�qc' 0qO 0C0g 0 FaavZZv�DZZZZZZZZZZZIZZZZZZZvZZZZq 4M 0 M kn M M V v1 tv d wb r M M M M M M M m <t kxt �D lO �k �k 10 �p in Ykmy vi 4k!k 4*;k*Ln iOm i i i i i i 3C 3k 2 4 �k � i i� i N O. .-+ N i . 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O O .'-1 O O O O w° 00 b o N ^.-. i i N i vt V Q i N N N 00 N N N N N N N N N N N N N N M 7 N N. N 1O %0 h 00 00 M vi 00 N O O 7 00 P, N U <r � N G O U Y •Eb A� A BYUI Science Building - Page 179 of 187 g q q q m q m q q m q m g q q q m ztt:M g q q q q q q m qq m q q ZZZZ,t Z,tZZVZVZZZZ7�oZZZZZZWZ�ZZ�4,- oZZ d N N N N d N N0 0 c c N N N N N N N N N N N g q q q m q m v q m Om g q q q m m g q q q q q q m q q , m q q ZZZZ,tZ4ZZ,tZ-tZZZZ4�OZZZZZZwZ�6zz.. ,LZZ M M M M M M M M M M M M M M m �p v, 'n m 'n Ln gk t 'n k kn xk O �O 7 M N A m N N 00 N r- 00 CT f` i- I . 00 . � � W ^+ N 01 0o oo m N aT o0 M M M M M M M m M M M M M M M N i y} N h '1 M O O m N t` oo � t` .. t, ,-r � .-� t` .� r. .-' .-• CT '• oo .r '• .• O .. 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O .• -, (T D\ (T [� r. .. '• .• l� l� --� C O rn 0000 6^ M h M O 00 00 V W �x W APCd Wwti A W �h Ci����dddA�0.1AAW� ' vl Ln v1 �O �D �-. t` t` t` N N 00 M M � ' ' N N ' v1 It It O l0 M 01 a\ b p N o � CA to o ngng v o ° � 0 o �U w° 0 A m g 0 0 0 0 0 zzzz�0�,zzzz 0 0 0 0 N M 0 0 0 0 0 0 0 0 0 0 0 0 0 zzzzzm.0;m.zzzz 0 � C) T O..r oo o� ON 0) 00 1 bo '0 ON o.. 00 4 20 0.-� Orn Orn 00 w O O O O OO O O O O O O 0 0 0 0 0 0 0 0 0 0 0 000000000000 0000000000010 o0 vvvv�vvvvv�v�v,�a O O l— [h 0 l— M 1, O O O O O O O M O O O fa 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O 4, vi d' vi vi 4 (V of C vi Vi Vi 4 O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c vi 7 vi vi 4 N Ci O vi vi vi 4 ti d 0 0 0 0 0 0 0 O O O p O 0 0 0 0 0 p O W 00000060 vi vi 0 0 0 00 a rnrnrnr� o'a3 0 CD C> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 O C C v1 v1 O C 0000rnrnc.rnt- t- oo N N P 00 0o z m 0 O O N N N N %O �O 00 00 BYUI Science Building - Page 180 of 187 Longitudinal Enter Relnforemeol: Ne ShearReinrorea ena Rarulred. SUPPORTED MEMBERS Want: Continuous roundalion Desien (L,W)(tuT Lot. RAM Foundation v14.06.02.00 (148.54,.12.26) 74.00 Won "emums(it): Faotlug Yn: (Law) (11a): Ram Dalallass: Sdenre Building7.26-14 1.110 12.0004.00 Date: 07/2911421:45:05 (148.54,-85.25)(a(148.34,-12.26) Buildi,Cmi Wall 0.00 Denim Code: AC1318-08 FOOTING DESIGN Loc. (it) VilMRAFoundadonvI4.06.02.00 Foodngg 154 -90.00 Peg, 3118 75.00 DauBasc Sema Building 7-2614 wall Wall Widd:an; 4.00 Rcq. Max Pas. Moment(kip-ft) 1.47 65 Building Code.W Thickne s (R): 1.00 Design Code: AC13IB-08 FOOTWG DESIGN Foodn6 Drimution (deCT_ 90.00° 4895 Faonngg 155 Concrete Pe(kri): 4.00 fet(kun: CODE Density (pen: 15&00 &(W): 3834.25 tanglh(M: 29.70 Rcinf. 64A): 60.00 Pmvidd Neg Moment alppft) -17.16 Widdh(R): 4.00 Uplift Safety Factor- 4.9(574) 2.00 7hieknent(ft): 1.00 LOADS Fooling Odmudon(deg):_ 0.0V Sureharge0an Dead Load: 0.36 Live Load: 0.00 Con cele It(kslk 4.00 fd(ysn: CODE Density (punk 150.0 En(kn): 3834.25 REINFORCEMENT SOILCAPACITY 328.84 232 Top Longitudinal Promote Reinforcemen0 24.89 76 Allowable Sail Buadng Capacity 0a0- -7.0 Bar Depth(m) 8.75 23.20 Seg. Spcetug Bar End Condition Top Bars Num. Stea/End 00 SI,WEod 8.38 1 0.00/28.00 HIS 443 2 28.00147.00 SIB 443 3 47.00175.00 SM 443 Bo1lam Longitudinal Firm. Reinforcement: 2 11.00/19.00 S/S Bar Depth fin) 8.75 Sm Sq. Spent, Bar End Condition B.I. Be. Num. SurnTsul an SuVEnd 1 0.0088.00 HIS 643 2 28.0/47.00 SIS 4-03 3 47. S.W Sm 643 Transverse Fioore Reuf annand: SIS 445 Top Bar Depth (in) 8.38 Bottom Barl)"th(in) 8.38 Seg. Segment Top Bars Bo1.Bem Nom SurBEnd(it) Bono. BU Deplh(in) 7.38 1 O.OW 2.00 None 543 2.0003.0D 48-1,l 12043 3 73.00!75.00 143 4 03 Longitudinal Enter Relnforemeol: Ne ShearReinrorea ena Rarulred. SUPPORTED MEMBERS Want: Wan Location in FeoOOC lfth (L,W)(tuT Lot. Along Sue (148.54,.12.26) 74.00 Won "emums(it): Faotlug Yn: (Law) (11a): Type Orkoudoo (148.54.85.25) 1.110 12.0004.00 Partial Wall 105.00 (148.54,-85.25)(a(148.34,-12.26) 37.50 875.99x12.00 Wall 0.00 Continuous Foundation Design Loc. (it) VilMRAFoundadonvI4.06.02.00 0.00 -90.00 Peg, 3118 Pmvidd Shesr(kip) 0.00 DauBasc Sema Building 7-2614 wall Wall Dau: 07/29/1421:45:05 Rcq. Max Pas. Moment(kip-ft) 1.47 65 Building Code.W 86.21 251 Design Code: AC13IB-08 FOOTWG DESIGN 0.50 4895 Faonngg 155 R, Mae Neg. Moment (kip -ft) -0.32 287 74.50 tanglh(M: 29.70 2.00 Pmvidd Neg Moment alppft) -17.16 Widdh(R): 4.00 -197.69 2.00 7hieknent(ft): 1.00 1.00 Fooling Odmudon(deg):_ 0.0V Provided Punching Saw(kiP) 172.62 1.00 Con cele It(kslk 4.00 fd(ysn: CODE Density (punk 150.0 En(kn): 3834.25 ReinL (y Fad): 60.0 SOILCAPACITY 328.84 232 LOADS 24.89 76 Allowable Sail Buadng Capacity 0a0- -7.0 Smehaage0sn Dead land 0.36 live lead: D.W REINFORCEMENT 23.20 Soil Subgredc Modules (ksf/ft) Top Longllndtual mean. Reinforcement: Req. Max Not. Moment(kip-R) .54.27 250 Bar cenN(in) 8.38 7.00 Seg. Singeing Bur End Candlllon Tap Bart Num. Su i(End aU StarFEnd Req.Max PuneMrgSh.adP) 1 0.00111.00 M 844 2 11.00/19.00 S/S 443 3 19.0089.70 Sm 644 Boom Longitudinal Fknare, Reinforcement: B.Dry6(tn) 8.13 Seg. Spatial, Bar End Condition But. Ban Num. Shortages] (m Stml/Eod Sell Subgmde Mduim(Isf/In- 1 O.OWILM HIS 8-95 2 11.00119.00 SIS 445 3 19.00419.70 Sm 19.86 Tramveme Flexure Relafonemepn 1.5 Top 9arDepth(in) 7.75 Bono. BU Deplh(in) 7.38 Seg. Segment Tap Be. Bol.Bms Num. SternEnd(ft) 1 0.0017.00 145 8471 7.0017.00 Nona 1-93 3 7.00122.0 1143 2543 4 22.0093.00 143 144 5 23.00/29.70 145 8-1,4 L m,fimlinel Shear Reinforcement: NumberafShearbarlegr 2 Seg. Segment Sprtug Num. Surt/Eodat) (u) Quantity I D.001 5.82 Not Applic. None 2 23.88/2990 l,3@3.00 24 Cover(m) Top_ 3.00 Boom- 3.00 Side- 3.00 BYUI Science Building - Page 181 of 187 r -- 0/` Continuous Foundation Dellen 1 RAM Fouationv14.06.02.00 P.,L18 M - DaaBase: Science Building 7.26-14 Dale: 07/29A4 21:45:05 Building Code. W Design Code: AC13IE48 Wan Location in FeoOOC lfth (L,W)(tuT Type Orlentano. (148.54,.12.26) 74.00 1200#4.00 Pardid Wall 90.00 CONCRETECAPACITY Wan La42.26) ): Footing (Law) 0a); Lougimdlnal Ld Cog Lae.(n) Manners Ld Cop Loc. (it) Req. Mae Shear(kip) 0.00 .1 0.00 -90.00 (138.84,d2.26)to 998.54,-12.26) Pmvidd Shesr(kip) 0.00 0.00 wall Wall 0.00 Rcq. Max Pas. Moment(kip-ft) 1.47 65 0.50 86.21 251 2.00 Pmvidd Pa. Moment(kip-ft) 25.63 0.50 4895 2.00 R, Mae Neg. Moment (kip -ft) -0.32 287 74.50 -51.30 254 2.00 Pmvidd Neg Moment alppft) -17.16 74.50 -197.69 2.00 Rm.Mes Punching Shem(kip) 52.69 65 1.00 Pmvidd SheseWp) Provided Punching Saw(kiP) 172.62 1.00 _ SOILCAPACITY 328.84 232 23.20 24.89 76 Allowable Sail Buadng Capacity 0a0- -7.0 Providedhalvlomert(kiPft) 218.96 23.20 Soil Subgredc Modules (ksf/ft) 168.0 Req. Max Not. Moment(kip-R) .54.27 250 Max Unfaelored Soil Damon (40 29 WCog352 7.00 Max Average Unfeetaed Soil Bearing ps0- 1.4 6.$0 41.98 'Continuous Foundation Design RAMFou:tdadonv14.06.02.0) Page 4/I8 DataBue: Science Building 7-26-14 Date: 07129114 21:45:05 Beaune, Cade: IBC De ip Code: ACD18.08 SUPPORTED MEMBERS Wan Loa. Along Sia Wan La42.26) ): Footing (Law) 0a); Type Orientation (132.84,-12.26) 7.00 7.00 12.00x24.00 Wall -90.00 (138.84,d2.26)to 998.54,-12.26) 14.85 IBBA4a12.00 wall Wall 0.00 (148,54,-12.26) 2270 12.0004.00 Partial Well -90.00 CONCRETECAPACITY Longitudinal WCe# Lnaun Toes.& Ld Cog Low(f0 Req.Max Shear(kip) 55.64 232 29.70 Pmvidd SheseWp) 63.81 29.70 Rel. Moa Pas. Moment(I'l 328.84 232 23.20 24.89 76 0.00 Providedhalvlomert(kiPft) 218.96 23.20 51.89 0.00 Req. Max Not. Moment(kip-R) .54.27 250 6.50 .10.84 250 7.00 Pmvidd NM Mo.,.[ Oip-ft) -58.18 6.$0 41.98 7.00 Req.Max PuneMrgSh.adP) 45.68 64 Will Rovidd Punching Shear(kip) 151.46 2270 SOILCAPACITY Allowable Soil Bond, Capacity Fsn 7.0 Sell Subgmde Mduim(Isf/In- 168.0 Max UnfeaorM soil Bearing Orr 1.9 WCog471 Mu Avang, Un6etoted Son Bearing NO- 1.5 NilRAMF.wrd.fone14,�D jinuou9 Foundation DeFIBII W'02.W Page 5110 DalaBoam Science Building 746-14 Date: 07129/14 21:45:05 Building Code: IBC Dedgn Code: ACUI948 FOOTING DESIGN SOILCAPACITY Foolingb 156 453 lenglh(R): 81.15 7.0 Width (R): 4.00 Sail Subgnde Modulus(ksr/ B) "ickne s (fl): 2.00 443 Fooling Onentaion(de8):- 90.WP 6.8 Ld Co#315 Conm ie To(ksi): 4.00 Rt Otik CODE Demiy(pcn: 150.00 Ec Ran: 3834.25 ReinC fy (W): 60.00 2 30.00/51.00 LOADS MIContinuous smehmgc(ksn Dead Load: 0.36 Live load: 0.00 REINFORCEMENT Design Code: ACO184t8 Top Longitudinal Flemre Reinforcemeal: Fomlog(R): Bar Depth (in) 20.75 Seg. Spacing Bar Ead Condlllon Num StmVEOd TO SImREnd 1 0.00/30.00 HIS 30.00151.00 S/S 3 51.00181.15 SIR BYUI Science Building - Page 182 of 187 SOILCAPACITY Food,# 159 453 Foundation Design 7.0 453 Sail Subgnde Modulus(ksr/ B) RAM Foundation 04.06.02.0D 443 Max Unfacmred Soil Badng(ktn 6.8 Ld Co#315 Page 6/18 Max Average Unfadaled Soil 6eu,g UM0- DdlaBase: Sdmce Building 7-2614 2 30.00/51.00 Dale: 07/29/14 21:45:05 MIContinuous Building Code:WC Sm 15-93 Design Code: ACO184t8 WallLoeallealf0: Fomlog(R): (LxW)(m): Type O0eola0on (132.84,42.26) 2.50 12.00x24.00 Partial Wall 90.00 ( U2.84,-12,26)to(132.84.63.891 40.57 913.75x12.00 Well 0.00 (132.94,63.89) 75.65 12.00x24.00 Partial Wall 90.00 CONCRETECAPACITY None 8-44 5 80.00/81.15 None LooBlludinal Ld Ca# Loa(B) Tnnsven Ld CON Loc.() Req. Max Shear(My) 25.56 2 80.87 Soil Subgrade Mododua UMf/fl) 168.0 Provided Shear DID) 0.00 80.87 Rawl Req.Mex Pwa Mommd(dp-R) 83.47 _ 79.15 142.00 2 4.00 provided Pot. Moment(kip-R) 151.82 79.15 2927.53 4.00 Req. Max Neg. Moment (16p11) 4.75 232 2.00 -65.04 64 4.00 Peovidd Neg. Moment nip -fl) 4DW 2.00 492.88 4.00 Req. Max Punching Shear( kip) 37033 - 79.65 (-31.73,40.39) 45.85 12.00#4.00 Provided Punching Shear(kip) 601.80 78.65 Top Ban SOILCAPACITY Food,# 159 453 Allowable Soil Bmdng Capacity Ran-- 7.0 453 Sail Subgnde Modulus(ksr/ B) 168.0 443 Max Unfacmred Soil Badng(ktn 6.8 Ld Co#315 1 0.00/30.00 Max Average Unfadaled Soil 6eu,g UM0- 2.7 Bottom Longlmdlt al Flexure Relnforeemenl: Continuous Foundation RAM Foundation v14.06.02.00 Data Bute: Science Building 7-2614 Building Code: ®C Food,# 159 Bar Depo(in) 20.75 Seg. Spacing Bar End Condition Be[. Ban Num. Smrt/Ead UD SimbEnd Num StarBEad(it) 1 0.00/30.00 HIS 1543 2 30.00/51.00 SIS 4.43 3 51.00181.15 Sm 15-93 Tramwene Fleaorc Relorornmenl: Top Langitudmal Flemre Relofarcemmi: 3 30.00146.85 Tap But Depth fin) 20.38 Bolcom Bar Depth (I.) 20.38 Seg. Segment Tap Ben Bot. Ban Nom. SI.WEnd(It) HIS 443 2 23.00146.85 1 0.00, 1.00 I-#3 4.43 2 1.0014.00 153 8-44 3 4.OW77.00 49-93 295-03 4 77.0010.0D None 8-44 5 80.00/81.15 None 3-14 Loogltudlnal Shear Remfortemenl: 14153 No Shmr Rcinroreemem Required. Soil Subgrade Mododua UMf/fl) 168.0 SUPPORTED MEMBERS No Shear Reinformnent Required. Max Unhnord Soil Beating nal) Rawl SUPPORTEDMEMBERS Loc.Along 8Ue Continuous Foundation Desitin RAM Fteunda km 914.06.02.00 Page 7118 Daudlare:SdmceBuilding7-26-14 Dam: 07/29/14 21:45:05 BuiMmg Code:MC Football On, (LaW)(m): Dedp Code: ACU18-08 FOOTR IG DESIGN Continuous Foundation RAM Foundation v14.06.02.00 Data Bute: Science Building 7-2614 Building Code: ®C Food,# 159 Bar DcpN(m) I<ngth UD: 46.85 Wid(b(R): 4.00 Seg. Spacing Thicimms Un: 1.33 Bot Ban Fooling Orientation (deg):_ 10.0P Num StarBEad(it) Concrete To nos): 4.0 Rl Don: CODE Dmsi(y(pcn: 150.00 & nod): 38 34.2 5 Rdnf. y (W): 60.00 1 0.00/17.00 LOADS 5-5-A Surclone(kan Dead load: 0.36 Livetaad: 0.0 REINFORCEMENT 443 Top Langitudmal Flemre Relofarcemmi: 3 30.00146.85 Bar DepOr(1.) 12.75 Seg. spacing Bar End Condition Top Bars Num. Smrl2End By StavEnd I 0.00.23.00 HIS 443 2 23.00146.85 sM 4-43 Bottum Longitudinal Flaurr Retuforcemeal: Continuous Foundation RAM Foundation v14.06.02.00 Data Bute: Science Building 7-2614 Building Code: ®C Design Bar DcpN(m) 12.75 Seg. Spacing Bar End Coadltlou Bot Ban Tnnaven I.d CON Num StarBEad(it) Sit,Eml -1 0.00 1 0.00/17.00 HIS 5-5-A 2 I7,OW30.00 S/5 443 70.46 159 3 30.00146.85 S/H 5-44 83714 T.,,., FRxure Rtlalorcememi R, Max Neg. Moment Up -ft) 400 4 D.00 AIDS .1 Top Bar Depth(m) 12.63 Bell. Bar Depth(in) 0.00 12.25 Seg. Segment Top Ban Bot. Ben Num Su uEod UD Provided Punching Shomikip) Ogg 0.00 1 0.00/2.00 None 44N 2 2.00146.85 None 14153 Longltadmai Shear Reln(ortemeol: Soil Subgrade Mododua UMf/fl) 168.0 No Shear Reinformnent Required. Max Unhnord Soil Beating nal) 4.0 WCo#350 SUPPORTEDMEMBERS 1.9 Waua: Lac. Along sii , Wall Lmotiaa f0.): Football On, (LaW)(m): Type Orlenlnlon (.75.90.49.17) 1.00 12.00x24.00 Partial Nall 90.00 (.75.90,48.17) to (.31.73..6D.39) 23.42 538.14x12.00 Wall 0.00 (-31.73,40.39) 45.85 12.00#4.00 Partial Wall -90.00 r 1 RAM Continuous Foundation RAM Foundation v14.06.02.00 Data Bute: Science Building 7-2614 Building Code: ®C Design Page Bn8 Data 07tl9114 21:45:05 Deign Code: ACUI8-08 CONCRETECAPACITY Longitudinal UCON Loa Un Tnnaven I.d CON Loc.(R) Req. Max Shaar(kip) 0.00 -1 0.00 Provided Shem(kip) 0.00 0.00 Raz. Mae Pus Moment Dip -R) 5.07 2 D.50 70.46 159 2.00 PmvidelPos.Momewtop.R) 56.55 0.50 83714 2.00 R, Max Neg. Moment Up -ft) 400 4 D.00 AIDS .1 0.00 PmviddNyMomentMip-e) -25.08 0.00 -0.00 0.00 Reg Max Punching She. Ddp) 0.00 -1 0.00 Provided Punching Shomikip) Ogg 0.00 SOILCAPACITY Allowable Soil Bearing Capacity(UG7.0 Soil Subgrade Mododua UMf/fl) 168.0 Max Unhnord Soil Beating nal) 4.0 WCo#350 Max Aeamge Un(eclomd Sail Booting (kan- 1.9 BYUI Science Building - Page 183 of 187 Conlinuous Foundalion Desien RAM Foundation v 14.06.02.00 Fos, IVIS DrmBam: Selene, Building 7-2614 Date: 07/29114 21:45:05 Building Code: ®C Design Code: ACU18-08 Continuous Foundation Desien Desien �+ RAM Fauneanon v 14.06.02.00 LonglNdlnel Ld Pope 9/18 p�Ip Demob. Sdmoe Building 7.2614 Rsq.Max Shmr(kip) 0.57 Date: 01129;1421: 45:05 ILFIIII Building Code:®C ProvidedShear(kip) 0.00 Design Code: ACU 1848 FOOTING DESIGN Longllvdlnal Ld Coq R, Max Poo. Moment (16,11) 1.56 Footing# - 160 69.12 2 2.00 Length IS): 47.17 0.50 305.92 Width(fi): _ 4.00 Req. Max Nag M9ment(kipfl) 444 - 46.11 Wicklow (ft 1.00 2.00 P.vMed Neg Moment(kiph) .17.16 Fooling Orientation (dgd:_ 280.OW -127.66 2.00 Conroe P,(ksi): 4.00 fd(kai): CODE Densiy(pcf): 150.00 Be (k'): 3934.25 R,mE 6, Italy. 60.00 .3.03 268 PmvidodPunching Shear(kip) IM62 LOADS Pmvidrd Neg Moment (tlpfl) -21.12 Smotinge(sio Dead Lord: 0.36 Uva Load: 0.00 Req. Max Punching She. (kip) REINFORCEMENT Allowable Soil Bearing Capadtt kd) - 7.0 Top Longitudinal Flexes Relnforeemenl: 225.27 Soil Subgmde Modulus (ksr/it) -___--_ Bar Dvsh(in) __ 8.75 Seg. Spacing Bar End Condition Tap Ban Nom. StmVEmd(R) StaWEad I O.OW17.00 IES 443 17.0029.00 SIS 443 3 29.00/47.17 Sm 4-43 Bottom Longitudinal Ml Relnforeemenl: BarDeplh(is) B75 Seg. Spacing Bar End Condition Bot Be. Num. Swn Evd(a) Slart/End 1 0.00117.00 WS 6#3 2 17.0029.00 SIS 4.113 3 29.00147.17 SM 6-#3 Tnusven, Flnure Rdmfaroentmh Top Bar Dept (I.) 8.38 Bero.B.Depth(in)_ 8.38 seg. Segment Top Bars BOI.Bars Num. Stan/Evd(11) 1 0.001 2.W None 5.93 2 200/47.00 3143 75-R3 3 47.00/47.17 None 1113 Longitudinal Shear Reinforcement: No Shear Rein(onement Required. SUPPORTED MEMBERS Wags: Lou Along Slav Wall Lonnon(Air Foonng(R): (LaW)(m): Type OrlmmOan (-75.90,-68.17) 1.00 12.00x24.00 Postal Wall 270.00 (.75.9, -66.17) to (49.05, 23.58 542.00x12.00 Wall 000 -112-65) r Continuous Foundation Desien RAM Foundation v14.o6.02A0 Page 11/18 e.Ip DataBesa Silence BOlding7.2614 Data 07129/1421:45:05 Mm Building Cade: ®C Dmipl Code: ACL31848 FOOTINGDESIGN F,mlir,0 162 Lenelh(fl): 29.15 Widdi Ud: 4.00 Thickness(it): 1.17 Fannie Orientation (dcg):_ 345.001 Co.", In n,l): 4.00 ¢t NB: CODE Density (poo: 150.00 anai): 3834.25 Reinf. y Unit): 60.00 LOADS Sumharge(k5O Dead Load: 0.36 Live Load: 0.00 REINFORCEMENT Top Longlladmal Meson Relofarol meal: Ro Depth(in) 10.75 Seg. Spacing Be, End Caudllion Top Ban Nom SIarOEvd(a) SmrilErd 1 0.00/15.00 HAS 443 2 15.0029.15 Sm 443 Bottom Longitudinal Reim Retufanconsol: Bar Depth (in) P175 Seg. Spacing Bar Eod Condition Bot Bars Num. SIart/Emd(R) StanTild 1 0.00111.00 3BS 8.44 2 11.00116.00 S/S 443 3 16.0029.15 Sm 444 Transverse Reavre Relnforeem raft Top Bas Depm(in) 10.38 Bosom BarDsplh(in) 10.13 Seg. Segmmt Top Be. BaL Be. Num Stornoll YO 1 0.001 1.00 None 4-714 2 1.0013.00 None 4.9 3 3.0027.00 17.43 4943 4 27.0028.00 143 1-44 5 28.00/19.15 143 145 Longlludtual Shear Reinforcement: No Shear Reindome.ere Required. SUPPORTED MEMBERS Wage: Lee. Along SDe Weill, ... One (it): Foodvg(it): (L.W)(N)t Type Claimed.. (124.25.-78.75) 1.00 12.00x24.00 Penial Wall 335.00 (124.25,.78.73) to(148.54,-85.25) 14.57 301.77l,1200 Wall 0.00 BYUI Science Building - Page 183 of 187 Conlinuous Foundalion Desien RAM Foundation v 14.06.02.00 Fos, IVIS DrmBam: Selene, Building 7-2614 Date: 07/29114 21:45:05 Building Code: ®C Design Code: ACU18-08 CONCRETECAPACITY Desien Page ILIB Date: 07/29/14 21:45:05 Design Code ACDIB-08 Wan Leatlon(nit LonglNdlnel Ld Cog Lve.(0) T...1. Ld Cop Loo.DU Rsq.Max Shmr(kip) 0.57 90 46.90 Pedal Well 255.00 CONCRETECAPACITY ProvidedShear(kip) 0.00 46.90 Longllvdlnal Ld Coq R, Max Poo. Moment (16,11) 1.56 2 0.50 69.12 2 2.00 Provided Pos. Mommi Dip -fl) 25.63 0.50 305.92 2.00 Req. Max Nag M9ment(kipfl) 444 - 46.11 -2314 231 2.00 P.vMed Neg Moment(kiph) .17.16 46.17 -127.66 2.00 Req.Mox Punching ShearGlp) 58.77 2 IAO Req.Mex Neg Mome ndpR) .3.03 268 PmvidodPunching Shear(kip) IM62 1.00 Pmvidrd Neg Moment (tlpfl) -21.12 SOILCAFACITY -86.82 3.00 Req. Max Punching She. (kip) 204.43 2 Allowable Soil Bearing Capadtt kd) - 7.0 Provided Pooh pShear(kip) 225.27 Soil Subgmde Modulus (ksr/it) -___--_ 169.0 SOILCAPACITY Max Unfncrosed Soil Bearing loaQ 2.1 UCo4315 Allowable Soil Bearing Cayacity(keO Max Average Undeclared Soil Bossing nef)_ 1.4 Soil Subpade Modultu(Re'l A) ` M Continuous Foundation RAM Foundadonv14.06.02.00 Dandiric:Srimce Buildng7-26-14 Building Code:®C Desien Page ILIB Date: 07/29/14 21:45:05 Design Code ACDIB-08 Wan Leatlon(nit Foollag(it): (L9W)Until Type Odmmuoo (148.54,-85.25) 27.15 1200x24.00 Pedal Well 255.00 CONCRETECAPACITY Longllvdlnal Ld Coq Lon.(a) Progenies LdCog Lae(f) Req.Me Shearndp) 53.36 245 0.60 ProvidedShear(kip) 0.00 0.60 Req, Max Pas. Momenl(kipfl) 74.98 245 1.50 87.59 2 3.00 Provided Pos. Moment(kipR) 75.28 1.50 241.58 3.00 Req.Mex Neg Mome ndpR) .3.03 268 27.65 -18.19 152 3.00 Pmvidrd Neg Moment (tlpfl) -21.12 27.65 -86.82 3.00 Req. Max Punching She. (kip) 204.43 2 2.00 Provided Pooh pShear(kip) 225.27 2.00 SOILCAPACITY Allowable Soil Bearing Cayacity(keO 7.0 Soil Subpade Modultu(Re'l A) 168.0 Max Wint ed Soil Bold,(k4O 6.0 WC0364 Max Avenge Undactotnd Soil Bearing(kaQ- 3.5 ' Continuous Foundation Design �■p RAM Foundation v14.06.02.00 Page BAS M111 DauBaae:SdmceBuilding9-26-14 Dasa: 0729/14 21:45:0.5 Building Code IBC Design Code: AC1318.08 FOOTING DESIGN FamingN 165 ERROR: No ealid lmmeerse bonam flexure bar sets vvere found for footing _ 14118 WidMWidffi (MS):: 3.00 a: Thickruseenfl:-- SAO Stu Feeling lMenlaflon(deg):_ 90.00° Want Location in): Foatin6(1): Concurs ec(ksi): 4.00 fct (Fap:CODE Demiry (pc0: 150.00 &(kai):3834.8 Reinf. Hlktl): 60.00 8.50 12.00x18.00 LOADS 80.00 (-31.73,40.39) to (.31.73,30.39) Surohoup(ka0 Dead Load: 0.36 Live Load: 0.00 Well REINFORCEMENT (-31.73,30.39) m(-31.73,63.89) 116.03 Top Longludmal Flew re Relnfareemenl: Wall 180.00 Bm Depth (in) 56.75 12.00x18.00 Seg. Spatial, Bar End Continue Top Be. Num. Snrl/End(B) StarvEnd Lor(ft) 1 0.00/mAo HIS 343 54.00/116.00 SIS 343 3 116.00/141.28 SM 443 Bottom Longitudinal Pleasant Reinforeemenh 56.63 192.96 Bar Depth(in) 56.50 Bet Be. Seg. Species, Bar End Condition BoL Be. Num, Start/End(It) Ster Zrid 845 1 000187.00 HIS 6-hT _ 87.001141.28 Sm 6AT Twnevenae Flexure ReinfOmemenh -0.00 -1 OAO Top Bar Clods Uri 56.38 Bottom Bar Deplh(in) 55.88 Seg. Segment TopBers BOL Ban Num. SnrUEodif) 0.00 I On 5.00 None 29.9 2 5.OMY9.50 - None None 3 99.50/129.00 None None 4 129.00,136.00 None 4745 5 136.00,141.28 None 3545 LongiudWal Sheer Relofortemem: Soil Sabgude MmIld. Doll in - NumbnofShwbolegs: 2 N315 Seg. Segmeel Spacug 6,4 14C0459 Nom, Sanst1s UO (N) Qaanits 1 0.0013.29 Not Applic. None 2 137.99/141.28 Not Applic. None Coverfin) Top- 300 Bottom- 3.00 Side- 3.00 Continuous Foundation Design ��'llp RAMFoundwunv14.06.02.00 Page 15118 IkO DmaBase:Sdenw Building126.14 Date: 0729/1421:45:05 Belding Cade: ®C Deign Cade: ACB1848 FOOTBVGDESIGN FomingN 166 ERROR: Na valid lmmverse bovam flewre barsets were found for fooning Length(M: 18457 Width (a): 2.00 a: Thiekneei(B): 5.00 Stu Folsflng Wortstion(deg):_ 360.00° Want Location in): Foatin6(1): Coarsens Pc Uri): 4.00 let DW): CODE Dcmit, T !): 150.00 EF lksi): 3834.25 Relnf. fy (ked): 60.00 8.50 12.00x18.00 LOADS 80.00 (-31.73,40.39) to (.31.73,30.39) Smchargangf) Dead load: 0.36 Live lead: OAU Well REINFORCEMENT (-31.73,30.39) m(-31.73,63.89) 116.03 Top Longllvdtual Pleasure Releflsmemeal: Wall 180.00 Bm Depen (In) 56.75 12.00x18.00 Seg. Specht Bar Bad Cardinals Top Ben Nelson, Slarueed(M Slarl/ rsd Lor(ft) 1 0.0,/92.00 WB 343 2 92.00/184.57 Sm 3-03 Bottom Lengltndinaf Picture Reloforsent 137.99 Bar Deplh(in) 56.63 192.96 Seg. Spaellsg Bar End Condition Bet Be. Num. SuroTrl(f0 StastrEnd 133.28 1 0.010168.011 HIS 845 2 65.00/116.00 SIB 3-N4 3 116.00/184.57 SM 845 Tnosvers. FloureRellsfmcton.t: -0.00 -1 OAO Trp Bm Deplh(in) _ _.__ 56.38 Bonom BVDepth(in) 56.13 Seg. Segment Top Be. Bot Bars Num. Slarl/Erd(it) 0.00 1 0.00/6.00 Nom None 6.00,14.00 None None 3 14.00/171.00 None None 4 171.00/17800 None None 5 178.00/18457 None None Lrugttumral Shear Reinforcements Soil Sabgude MmIld. Doll in - NumMufSheerbarle,l 2 N315 Seg. Segment Spadag 6,4 14C0459 Num. SlaroEnd(R) (in) Quantity 1 0.00/4.78 Not Applic. None 2 179.79/184.57 Not Applic. None Cmeer(in) Top- I'M Ronom_ 3.00 Side.. _ 3.00 BYU11,onefij0RgsFdlhli8t it��'10uT4 of 187 RA' RAM Foundation v 14.06.02.00 Page 14/18 11N DelaBass: Science Building}26-14 Dale: 07/29/14 21:45:05 Building Code: ®C Design Cade: ACDIB-08 SUPPORTED MEMBERS Well a: Luc.Along Stu Want Location in): Foatin6(1): (LaW)(N): Type Odenutuv (-31.73.40.39) 8.50 12.00x18.00 Penal Wall 80.00 (-31.73,40.39) to (.31.73,30.39) 53.89 1099.32.12.00 Well 0.00 (-31.73,30.39) m(-31.73,63.89) 116.03 402.00x12.00 Wall 180.00 (-31.73.63.89) 132.78 12.00x18.00 Partial WWI 90.00 CONCRETE CAPACITY Loc.IM Tnmvea Ld Co# Lor(ft) Rcq.Max Shar(kip) Longitudind Ld Cap Lmonft) T.... Ld C.I Lug. (ft) Req. Mae Shear (kip) 92.23 109 137.99 PmvidelShear (hp) 192.96 137.99 81.19 2 14.00 Reg, Mex Fos. Moment(kipfl) 791.04 109 133.28 121.57 4 5.00 Provided Pos. Moment Dip -M 901.01 133.28 0.00 5.00 Req. Mm Nees Moment(kipM -2415.82 109 99.28 -0.00 -1 OAO Provided Neg Moment Dlpfl) .84.15 99.28 -0.00 0.00 Req. Max Punching Shear Dip) 0.00 .1 0.00 Pmvided Pushing Sh. Wits) 0.00 0.00 SOILCAPACITY 7.0 Allowable Soil Bearing Capadry(ksO_ 7.0 Soil Sabgude MmIld. Doll in - 166.0 N315 Mu UnfOdmed Soil Earn,(kro Dalt- 6,4 14C0459 Max Average Unfacumd Soil Bearing W-30 Continuous Foundation Design e.Y SAM Foundation v14060200 Page 16118 Mm DataBae:Scieaee Building 7.26 M DaW07/29/14 21:45:05 BwldinBCode:MC Design Code: ACBUI-08 SUPPORTEDMEMBERS Wane to Loe.M.ig Shue WW Low00o TO; Foo0n6(f0: (L3W)(Its); Type Odeatadosa (-31.73,63.89) 10.00 12.00x32.00 Partial WWI 90.00 (-31.73.63.89) to (132.84,62.89) 9229 1974.88.12,00 Well HOW (132.84,63.99) 174.57 12,00.12.00 Partial Wail 270.00 CONCRETE CAPACITY Longitudinal Id CON Loc.IM Tnmvea Ld Co# Lor(ft) Rcq.Max Shar(kip) 13.98 107 2.00 Provided Short (kip) 128.93 2.00 R, Max Pa. Moment(MPM 122.30 107 9.50 81.19 2 14.00 Provided Pos. Moment Dlpfl) 621.76 9.50 000 14.00 Req. Mae Neg. Moment(MpB) .73.50 124 175.07 400 -1 0.00 Provided Ne&Mammt(kip0) 44.09 175.07 -0.00 0.00 Req.Max Punching Shae Dip) 0.00 -1 0.00 Provided Punching Shear(kip) 0.00 0.00 SOILCAPACITY Allowable Soil Beefing Could ty(ks0- 7.0 Soil Subgredc Modulus Def/B) 168.0 Mae Unfacmmd Soil Bearing lka0 - 5.3 LAC. N315 Mm Avenge Unfastened Soil Bearing Dalt- 26 BYUI Science Building - Page 185 of 187 I Continuous Foundation Deslpn e� RAM Foundnhmvl4.06.02.00 Page 18/18 M GmaBue, Scienev Bullding7-26.14 Dale: 07129/1421:43,05 Building Code: IBC Design Cade: ACUI948 31'80 Lontlov (ft): Foundation Design Type �IContinuous EAM Faun dation v 14.0 6.0100 21.83 Page 17/18 Wall DalaBasc: Science Building 7$6-14 03.36) Date: 0789114 2145:05 Building Code:MC Design Code: ACDIB-0e FOOTING DESIGN 1701.27x12.0 Well Foo0ogg------ 173 ERROR�No euliJ rmluv<me bottom 0cnre ber sees rene 8.75) frond for footing Lono(0): _-__ 185.44 (124.25,.78.75) Width (R):---.__ 2.00 12.00x12.00 Partial Wall Thickmas(ft--__ 5.0 CONCRETECAPACITY Fooling Onenmlioo(deg).- 10.00° Comvele fc RAI: 4.00 fet Bud): CODE Demity (pc0: 150.00 Be Batik 3834.25 Trimevers Ld Co% Loe(B) Rein. fy Oral): 0.00 0.00 -1 0.00 LOADS Provided Shms(kip) Suaharge Ran Dead Load: 0.00 U. Lead 0.0D REINFORCEMENT Req, Mex Pos. Moment [kiRR) 10.90 - Top Longitudinal Flexure Relnforeemenn 45.84 2 41.50 Bar Oeplb(in) 56.75 2.00 Seg. Sprang Rer Eva Condition Top Be. Num. Star -Il NQ SmrifEoa -0.00 .1 1 0.0022.00 B3 343 2 22.001113.00 SIS 3-43 3 113.00'185A4 Sm 343 Bottom Longitudinal Flesufe Reiefoneme th Provided Punching Shear( kip) Ben Deplh(in) 5630 Seg. Sporting Bar End Condition Bot. Be. Num. SterbEvd(R) SIere End 1 O.ODI64.00 HIS 348 - 64.00/185.44 Sm 3.9 Transveme Flesun Rather .....It Tap Bar Depth (in) 56.38 BonomBarDpth(in) 55.75 Seg. Segment Top Bars But. Be. Num. StengEnd(B) 1 0.00141.50 None None 2 41.501180.00 None None 3 160.06985.44 None None Longitudinal Shear Reinforcement: NumberofShearbar legs:_ 2 Seg. Segment Special, Nom Starh7nd(f0 (w) Qmuflty 1 0.0011.14 Not Applic. None Cover(in) Top- 3.0 Benem_ 3.00 Side_ 3.00 SUPPORTED MEMBERS Wall s: BYUI Science Building - Page 185 of 187 I Continuous Foundation Deslpn e� RAM Foundnhmvl4.06.02.00 Page 18/18 M GmaBue, Scienev Bullding7-26.14 Dale: 07129/1421:43,05 Building Code: IBC Design Cade: ACUI948 31'80 Lontlov (ft): Foonng(fO: (LrW)(in): Type Orienlntion (-59.43, d10.?5)to (-13.77, 21.83 476.00x12.00 Wall 0.00 03.36) (45,37,403.36)m(124.25, 112.55 1701.27x12.0 Well 0.00 8.75) (124.25,.78.75) 183.44 12.00x12.00 Partial Wall 25.00 CONCRETECAPACITY Longitudinal LdCog Lo.(f0 Trimevers Ld Co% Loe(B) Ra1.Max Shwr(kip) 0.00 -1 0.00 Provided Shms(kip) 0.00 0.0 Req, Mex Pos. Moment [kiRR) 10.90 - 2,D0 45.84 2 41.50 Provided Pos. Moment (kip -11) 593.28 2.00 0.00 41.50 Req. Max Ned. Moment(kip-R) -184.58 2 41.67 -0.00 .1 0.00 Provided Neg M..[(kip-lu -84.09 41.67 -0.00 0.00 Req. Max Punching Shem(kip) O.00 -1 0.00 Provided Punching Shear( kip) 0.00 0.00 SOILCAPACITY Allowable Soil Bening Capaoity Ueli 7.0 Soil Subgrede Modulen Oaf/R) 168.0 Max Unfettered Soil Bearing BaQ 3.1 Ld Co#315 Max Avenge Unfaclortd Soil Peonies (kO- Ls BYIJ, Science _#-Page 186 of E ®0WM �m'v /\\\/�\\/\\}ID =n,=. 03 2 ;3®� \i�Z, § r+ � 0 ) > g §&�3 \(gin° )22[[\ fl) �] ; BYIJ, Science _#-Page 186 of E ®0WM �m'v /\\\/�\\/\\}ID =n,=. 03 2 ;3®� \i�Z, § r+ � 0 ) > g BYUI Science Building - Page 187 of 187 o bN N0 NV N IAVJ PN A NP NAu NP a�{ NEi S R 29.1NRiB CV XHBN Ws-2s��WsNZ,d ZmW 13> NZS 78i3A 4b1 41 W� V tt S N J N N m m;j II 'b b W N U S N S N P fu N �oS�mH�mBSe�. S N S N a n n g _ �y II �- o bN N0 NV N IAVJ PN A NP NAu NP a�{ NEi S R 29.1NRiB CV XHBN Ws-2s��WsNZ,d ZmW 13> NZS 78i3A 4b1 41 W� V tt S N J N N m m;j II Ali p PS � o e B0.1 N U S N S N C. 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