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Project:�203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08, 2013 <br /> 203723 Caspers CompanyMcDonalds <br /> C:\Userslernesto\Desktop1203723 Caspers CompanyMcDonaldsl <br /> �M1 0.6D+0.6W»+Z 0.00 -181.86 3318.36 F8-1 0.05 OK � <br /> Stron Shear Check <br /> Member Result Offset Demand Vy Capacity Vy Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M1 D+0.6W»+X 16.67 -45.47 11047.90 G6-1,2b 0.00 OK <br /> Weak Shear Check <br /> Member Result Offset Demand Vz Capacity Vz Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M1 D+0.75 L+0.6W+R »+Z 16.67 -0.04 11047.90 G6-1,2b 0.00 OK <br /> Design Group: Steel_Beam Z_G01 per AISC ASD (2005) <br /> Designed As: HSS4x4x1/8, Material:1Stee11ASTM A572 Grade 50 <br /> Combined Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> BmZ002-3 0.6D+0.6W»+X 0.00 H1-1b 0.46 OK Cb=1.00, <br /> Lb=5.00 ft <br /> BmZ002-2 0.6D+0.6W»+X 5.00 H1-1b 0.46 OK Cb=1.00, <br /> Lb=5.00 ft <br /> BmZ001-3 0.6D+0.6W»+X 0.00 H1-1b 0.45 OK Cb=1.00, <br /> Lb=5.00 ft <br /> BmZ001-2 0.6D+0.6W»+X 5.00 H1-1b 0.45 OK Cb=1.00, <br /> Lb=5.00 ft <br /> Axial Check <br /> Member Result Offset Demand Fx Capacity Fx Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> BmZ002-3 D+0.75(L+0.6W+Lr)»+Z 0.00 120.57 52994.01 D2-1 0.00 OK <br /> BmZ002-2 D+0.75(L+0.6W+Lr)»+X 0.00 104.32 52994.01 D2-1 0.00 OK <br /> BmZ001-3 D+0.75(L+0.6W+�r)»+Z 0.00 120.34 52994.01 D2-1 0.00 OK <br /> BmZ001-2 D+0.75 L+0.6W+Lr »+X 0.00 102.95 52994.01 D2-1 0.00 OK <br /> Stron Flexure Check <br /> Member Result Offset Demand Mz Capacity Mz Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> BmZ002-3 0.6D+0.6W»+X 0.00 2103.61 5788.23 F7-2 0.36 OK Lb=5.00 ft, <br /> Cb= 1.00 <br /> BmZ002-2 0.6D+0.6W»+X 5.00 2103.94 5758.23 F7-2 0.36 OK Lb=5.00 ft, <br /> Cb= 1.00 <br /> BmZ001-3 0.6D+0.6W»+X 0.00 1917.28 5788.23 F7-2 0.33 OK Lb=5.00 ft, <br /> Cb=1.00 <br /> BmZ001-2 O.6D+0.6W»+X 5.00 1917.55 5788.23 F7-2 0.33 OK Lb=5.00 ft, <br /> Cb= 1.00 <br /> Weak Flexure Check <br /> Member Result Offset Demand My Capacity My Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> BmZ002-3 16-10Lr 0.00 -685.67 5788.23 F7-2 0.12 OK <br /> BmZ002-2 16-10Lr 5.00 -685.62 5788.23 F7-2 0.12 OK <br /> BmZ001-3 16-10Lr 0.00 685.71 5788.23 F7-2 0.12 OK <br /> BmZ001-2 16-10Lr 5.00 685.69 5788.23 F7-2 0.12 OK <br /> Page 7 <br /> VisualAnalysis 10.tl0.0009(www.iesweb.com) <br />