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Home My WebLink AboutMEMBER REPORT - 22-00566 - Titan Steel OfficeDesign Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2077 @ 8' 6 1/4"6016 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)833 @ 7' 1 1/2"4655 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-3165 @ 8' 6 1/4"12129 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.147 @ 14' 9"0.311 Passed (2L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.186 @ 14' 9"0.623 Passed (2L/806)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Right cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered. •Allowed moment does not reflect the adjustment for the beam stability factor. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"86 521/-266 608/-180 1 1/4" Rim Board 2 - Stud wall - DF 5.50"5.50"1.90"549 1527 2077 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 8" o/c Bottom Edge (Lu)14' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 14' 9"N/A 7.2 -- 1 - Uniform (PSF)0 to 14' 9" (Front)3'12.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, Bm3 1 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/16/2023 3:41:55 PM UTCGlen Hansen Bmc (208) 656-9801 Glen.hansen@buildwithbmc.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Titan Steel P a g e 1 / 1 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6060 @ 8' 5 1/4"7656 (3.50")Passed (79%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2463 @ 7' 1 1/2"9310 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-9108 @ 8' 5 1/4"24258 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.210 @ 14' 7"0.307 Passed (2L/704)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.262 @ 14' 7"0.615 Passed (2L/564)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Right cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered. •Allowed moment does not reflect the adjustment for the beam stability factor. •-539 lbs uplift at support located at 2". Strapping or other restraint may be required. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"245 1549/-785 1794/-539 1 1/4" Rim Board 2 - Stud wall - DF 3.50"3.50"2.77"1537 4523 6060 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 6" o/c Bottom Edge (Lu)14' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 14' 7"N/A 14.3 -- 1 - Uniform (PSF)0 to 14' 7" (Front)9'12.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, Bm4 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/16/2023 3:41:04 PM UTCGlen Hansen Bmc (208) 656-9801 Glen.hansen@buildwithbmc.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Titan Steel P a g e 1 / 1