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Home My WebLink AboutDESIGN CALCS - 98-00036 - Deseret Industries - CanopySupplied hy: Kustom Kanopimes, Inc. 2789 Midland Dr. Ogden, UT 84407 Design Calculations Structural Steel Canopy Deseret Industries Rexburg, Idaho h Designed by.- Mountain View Engineering, Inc. P.O. Box 839 Brigham City, UT 84302 James 0.,Moore, P.E. 5 pages of calcul..tions ro is s DATE BUILDING INSPECTOR AM Mountain View Engineering 3L P.O. Box 839, Brigham City, Utah 84302 Phone (435)734-9700 Fax (435)734-9519 Job: Kustom Karlopies #2189, MVE #98605 Subject: Deseret Industries, Rexburg, Idaho DESIGN CRITERIA SL = 35 psi DL = 10 psf Seismic Zane = 3 Wind Speed = 80 mph Exposure = C CANOPY DIMENSIONS Length = 35 ft Width = 32 � Fascia Height = 4.00 ft Canopy Clear Height = 14..5 ft Total Height of Canopy = 18,50 ft Number of Column bows = 2 Number of Columns/Row = 2 LATERAL Wind Ce = 1.13 Cq = 1.3 qs ` 1&4 psf IW = 1 PW = 24.09 pi - Total Base Shear (1/) = 3.3? kip Seismic controls Ca = 0_36 R 2.9 W ^ 21-00 #c#p ULT Total Base Shea- (r/) = 7.82 kip ASD Total Base Shear (V) _ x.59 kid ULT Lateral Load Each Cofumn = x.95 kip ASS] Lateral Lead Each Column 1,40 kip Distance From Base = 16.50 ft FOOTINGS (per UBC 1806_7.2.2) Al)cwable Said Pressure = 1500 psf Max. VertiCal Column load = 12.60 kip Length 4.5 €t Width = 4.5 ft Req_ Depth (see ENERCALC) = 4,77 ft Actual Depth = 5.25 ft q (actual) = 1410 psi q (allowable) = 277 psf Page: Date: By: T 1012198 Paul CONTINUOUS Pi1RLIN LAYOUT Max. Purlin Spacing = 7.00 ft Edge Distance Each Side = 2 ft Left Cantilever = 12 ft 1 Bay(s) @ 11 ft Right Cantilever= 12 ft W (DL) = 0.070 klf w (LL) = 0245 klf From ENERCA C Printout, Use W1 2x22 CONTINUOUS BEAM LAYOUT Left Cantilever = 1 ft 1 Bay(s) @ 24 ft Right Cantilever = 3 ft Maximum Tributary Width = 17.50 ft pl (DL) = 1.22 kip P1 (LL) = 4.29 kip p2 (DL) = 0.96 kip P2 (LL) = 3.37 kip From ENERCALC Printout, Use W16x,26 COLUMN Column Specification: Fy Length Moment at Base S (required) _ S (actual) _ Unity Check 10"x10"x1/4" Tube 46 ks] 16.50 ft 23.04 kip -ft 10.02 m^3 30.1 in ^3 « 1 .33 OK 06. MOUNTAIN VIEW EIYqJIIYEERIIYG, INC* i'u Bax 839 •Brigham City, Utah 84302 Phone (435) 734-9700o Fac. (435) 734-9519 Job- l�K Subject 0 Page Z �,— Date-.,.Z2-�9� By !�UL .., ZNl MOUNTAIN VIEW ENGINEERING, INC. P.O. Box 839 Brigham City, Utah 84302 Phone (801) 734-9700 Fax (801) 734-9519 Rev- Description Perlin Title - Drop-off Canopy Dsgnr: Paul Description + Deseret industries Rexburg, Idaho Scope Multi -Span Steel Beam 11 W 11"if I in'ro ation Fy - Yield Stress 50.00 ks47 Load . DUrabo'n Facmtor Spans on id rContinuous Over Supports Span Info ation Description Span Steel Secfian End Fixity Unbraced length Loads 12,00 11-00 12.00 12X22 W 12X22 W 12X22 Free -pin Pin -Pin P -M -Free ft 1 1.00 1.00 1.00 Live Load Used phisn Dead Load Live Load k/ft 0,070 kift 0,245 Mmax @ Cntr k -ft? 0.00 9X= ft! OM Ma@ Left End� Iii 0.00 '' ihEnd - -22. 68 psi 107738.1 Fb Allowable psi 330()O.O fv Actual i i 1 Sending O 1 1181.0O Heactians & Deflections Shear .@ Left Shear @ Right Reactions... DL @ Left LL @ Leff Total [eD deft DL Q Right LL @ Right Total @ Right Max. Deflection QS x= spaNDe€lection Ratio F22, C 0 L, ) ' - Yes 0.070 0.245 0,00 0.00 -22.68 -22.68 1 OT 738.1 331000.0 Bending O 1 . 207000.0 hcw OK Yes 0.070 0.245 0.00 0.00 -22.68 0,00 107738.1 33,000.0 Bending OK 1k1 81.0 207000.0 Lva r O .00 1,733.78 k 3.78 1.73 0.00 0.00 1.22 1.22 0,00 4.29 4 .29 0,.00 5.51 5.51 1.22 .22 0.00 k 429 4.29 0.00 5.51 5.51 0.00 in o - 0.108 -0,804 ftI 0.00 5,50 12.00 179.2 k ) - p . ( :2-2, kp� 4f r - WWI �e (C) 1983-9.8 NELC c.'\98prof ts\kka n o Pie s\rexb tAr9dr; al bon Job # 2189 Date: 1 ,PI, 9 OCT 98 F�7•3 -060247!, Ver 5,0.5, 15 -Mar -1998, n „ MOUNTAIN VIEW ENGINEERING, INC, P.O. Box 839 Brigham City, Utah 84302 Phone(801)734-9700 Fax (801) 734-9519 0 R*g. 510001 Descdptjon Beam General tnformativn F _ Yield Stream ._ 50.00 ksi Spans Considered Continuous Over Supports Span information Dnr: Paul D rip' rl: Deseret Industies Rexburg, Who Multi -Span Steel Beam Load Duston Factor Descripbon C -31N l 6'V6f - pan ft 1-00 24.00 Steel motion WIGX26 vir>X26 End Fb* Fr - ' n pin -Pin Untraced Lente .0 Loads Live Load Used This Span Pain# #1 DL LL @X Point #2 DL Point t. Point #4 LL @x DL LL @ X DL LL @x Results Morax {cii Cntr @X= Max 9 Left End Max @ Right End tb : Actual Ftp : Allowable fV . Actual F .- Allowable k f k k� ft ft k -ft j k -ft psi {]Si Reactions & Deflections Shear @ Left �. Shear @ Right Reactions... DL @ Left LL Q Left Tota! @ Left DL g Right LL @� Right Total @ Right Max. DefteciiQn @ X = Span/Deflection Ratio i■ YL k k k k k, k k IR ftI Yes Yes 0.960 3.370 1.000 1.220 4.290 8.000 1.220 4..90 15.000 1.220 4.290 22.000 3.00 1626 Pira -Frit 2.00 Yes 0.960 3.370 1.000 1.00 Job # 2189 Date* -.1 OPM 9 OCT 98 0.00 53.29 0.00 1 .00 14.88 0.00 0.00 0.00-4.33 3.33 0.00 -4.33 0.00 0.0 16P666.7 113542 33tOOO.O 277099,9331()00.0 0.00 -011ding OK B nding OK Beading O .0 2725.8 11103.9 20,000.0 202000.0 201000.0 h *F GIC fi-i� * r OK Shew O 0.00 10.17 4.33 0.00 10.69 0.00 0-00 2.25 3.33 0.00 7- 11-69 -00 10.17 15.02 2.25 3.33 0.00 7.92 11.69 0.0 10.1' 15.02 0.00 0,084 -0.632 0.247 0,00 12.00 3.00 142.3 455.4 145.8 IOW -06024793 der 6,` 989 _N MOUNTAIN VIEW ENGINEERING, INC. P.O. Bax 839 Title ; Drop-off Canopy Dsgnr Paul Brigham City, Utah 843U2 Description : Deseret Industries Phone (801) 134-97110 Regurg, Ilona Fax(801)734 .9519 scope Rt -r: 514001 Pole Embedment in Sail Description Embedment Depth General Information A ii t%jivw rassive Max Passive Load duration, factor Pole is Rectangular Width Restrained @ Surface Summary 150-00 PCf 1 ?500.00 PCf 1.330 54.000 'r Applied Loads,,, P'jnt Load distance from base Distributed Load distance to top distance to bottom Date: 124+14PM1 0 0.#/ft 0.000 ft 000 ft M..ents @ Surface... Point load 32)340.00 ft4 Total Moment Distributed load 0.00 i Without Surface Restraint... I Cal 1 960. 00 1k)s With surface fait. .. Required Depth 0.000 ft Req'd Depth Press 9 1/3 Embed... �- r base.. , Actual Allowable 0.00 psf Actual 951.76 psf Allowable 951.76 psf Surface Restraint Force 9T495.60 (c) 19 8 3 - T8Eh1ERCAL C :� profe Ikkanop kr bur d]: al uladon Job 4 2189 OCT 98 -0602479, Ver 5.0.5a15 -Mar -1 998, WM32