Laserfiche WebLink
Mountain View Engineering, Inc. I 'Titla : KK #5079/ :on, CA Job # 40022 <br />345 North Main Street, Suite A Dsgnr: CRH Date: 3:37PM, 12 JAN 04 <br />Brigham City, Utah 84302 Description : FOOD 4 LESS FUELING <br />CANOPY ADDITION <br />Phone: (435) 734-9700 <br />Fax: (435) 734-9519 Scope : Structural Design of Fueling Canopy <br />Rev: 560100- -- -- - -- -- --- ---- <br />User: KW-0605072,Ver 5.6.1, 25 -Oct -2002 Multi -Span Steel Beam <br />(c)1983-2002 ENIERCALC Engineering Software - g:t40022 food 4 less addition (stockton, ca)t <br />Description Purlin (for entire canopy) <br />General Information <br />Yes <br />Calculations are designed to AISC 9-th Edition ASD and 1997 UBC Requirements <br />Fy - Yield Stress <br />50.00 ksi <br />Load Duration Factor <br />1.00 <br />Shear @ Right k'I <br />Spans Considered Continuous Over Supports <br />0.090 <br />0.090 <br />Span Information <br />0.090 <br />0.090 <br />0.090 <br />0.00 <br />Description <br />cantilever <br />interior span interior span interior span <br />interior span <br />cantilever <br />Span <br />ft 10.00 <br />26.00 40.00 26.00 <br />26.00 <br />10.00 <br />Steel Section <br />WlOX22 <br />Wtox22 W10X22 Wtox22 <br />W1ox22 <br />Wtox22 <br />End Fixity <br />Free -Pin <br />Pin -Pin Pin -Pin Pin -Pin <br />Pin -Pin <br />Pin -Free <br />Unbraced Length <br />ft 1.33 <br />13.00 13.33 13.00 <br />13.00 <br />1.33 <br />Loads <br />0.00 <br />10.75 <br />20.00 <br />- -- - -- - - - ,� <br />Live Load Used This Span ? <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Shear @ Right k'I <br />Dead Load k/ft i <br />0.090 <br />0.090 <br />0.090 <br />0.090 <br />0.090 <br />0.090 <br />0.00 <br />Live Load k/ft <br />0.180 <br />0.180 <br />0.180 <br />0.180 <br />0.180 <br />0.180 <br />1.86 <br />� Results -- <br />3.21 I <br />--- - - <br />- - - <br />LL @ Left k <br />0.00 <br />- <br />6.35 <br />Mmax @ Cntr k -ft! <br />0.00 <br />1.87 <br />23.90 <br />2.66 <br />10.14 <br />0.00 <br />9.63-- <br />@ X = ft <br />6.27 <br />0.00 <br />10.75 <br />20.00 <br />15.60 <br />12.83 <br />0.00 <br />0.00 <br />Max @ Left End k -ft <br />3.72 <br />0.00 <br />-13.50 <br />-29.87 <br />-30.33 <br />-11.86 <br />-13.50 <br />5.58 <br />Max @Right End k-ft1 <br />9.63 <br />-13.50 <br />-29.87 <br />-30.33 <br />-11.86 <br />-13.50 <br />0.00 <br />n� <br />fb : Actual psi1 <br />-0.270 <br />6,981.1 <br />15,443.8 <br />15,683.9 <br />15,683.9 <br />6,981.1 <br />6,981.1 11111- <br />ok V, CLUV� <br />Fb : Allowable psi <br />Span/Deflection Ratio 1 <br />33,000.0 <br />15,927.7 <br />15,265.9 <br />15,927.7 <br />15,927.7 <br />33,000.0 <br />Query Values <br />Bending OK <br />Bending OK <br />Overstress <br />Bending OK <br />Bending OK <br />Bending OK <br />k -b U C45- LIVE <br />fv : Actual psi <br />1,106.2 <br />1,695.9 <br />1,729.1 <br />1,463.9 <br />1,106.2 <br />' <br />Fv:Allowable psi <br />20,000.0 <br />20,000.0 <br />20,000.0 <br />20,000.0 <br />20,000.0 <br />20,000.0 <br />LOQ jb L=Ll,ltt1t4A'jE <br />Reactions &Deflections <br />Shear OK <br />Shear OK <br />Shear OK <br />Shear OK <br />Shear OK <br />Shear OK <br />' <br />Shear@ - - --- -- <br />Left k <br />0.00 <br />__ <br />2.88 <br />5.39 <br />4.22 <br />3.45 <br />- ------------------ <br />2.70 <br />Shear @ Right k'I <br />2.70 <br />4.14 <br />5.41 <br />2.80 <br />3.57 <br />0.00 <br />Reactions... <br />0.00 <br />0.00 <br />0.00 <br />DL @ Left k <br />0.00 <br />1.86 <br />3.18 <br />3.21 I <br />2.08 <br />2.09 <br />LL @ Left k <br />0.00 <br />3.72 <br />6.35 <br />6.42 P <br />t <br />4.16 <br />4.18 <br />Total @ Left k <br />0.00 <br />5.58 <br />9.53 <br />9.63-- <br />6.25 <br />6.27 <br />DL @ Right k <br />1.86 <br />3.18 <br />3.21 <br />2.08 <br />2.09 <br />0.00 <br />LL @ Right k <br />3.72 <br />6.35 <br />6.42 <br />4.16 <br />4.18 <br />0.00 <br />Total @ Right k <br />5.58 <br />9.53 <br />9.63 <br />6.25 <br />6.27 <br />0.00 <br />Max. Deflection in <br />-0.415 <br />0.160 <br />-1.505 <br />0.147 <br />-0.270 <br />-0.022 <br />@ X = ft <br />0.00 <br />19.41 <br />20.00 <br />6.07 <br />12.83 <br />10.00 <br />Span/Deflection Ratio 1 <br />577.8 <br />1,955.3 <br />319.0 <br />2,126.3 <br />1,154.4 <br />10,752.1 <br />Query Values <br />-- -- - <br />-- -- -- <br />- <br />Location ft F 0.00 0.00 6.50 0.00 <br />Shear k' 0.00 2.88 3.66 4.22 <br />Moment k -ft , 0.00 -13.50 0.91 -30.33 <br />Max. Deflection in 1 -0.42 0.00 -0.59 0.00 <br />R�c�1or�( �i E�tsT1Nt, t�u���tt`( SPLt�E <br />'� Lottr\I�ZT1or-# tS Srl1� o)L gti INs��"oflal�l <br />BCAtiZ <br />Pz PI Pz <br />q t pr i �r <br />10.00 <br />0.00 <br />0.00 <br />0.00 <br />0.78 <br />2.70 <br />0.00 <br />0.00 <br />9.02 <br />-13.50 <br />0.00 <br />0.00 <br />-0.25 <br />0.00 <br />0.00 <br />0.00 <br />[2�,4CJ7 o1,1 A-7- <br />N01- 1 Pvp-L(N SPLIC-E <br />� USL%�rrlotilCl��l-/Z-E515�U1= <br />Piz pfr7trL 4 skit -Z- <br />