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Project: 203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08, 2013 . <br /> 203723 Caspers CompanyMcDonalds <br /> C:\Users\ernestolDesktop1203723 Caspers CompanyMcDonalds\ <br /> Axial Check <br /> Member Result Offset Demand Fx Capacity Fx Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> COL001 16-10Lr 9.00 1086.99 40825.13 E3-2FB 0.03 OK KLz=7.85 ft, <br /> KLy=6.25 ft <br /> COL002 16-10Lr 9.00 1087.08 40825.13 E3-2FB 0.03 OK KLz=7.85 ft, <br /> KL =6.25 ft <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 /> COL001 0.6D+0.6W»+X 9.00 1908.52 5788.23 F7-2 0.33 OK Lb=9.00 ft, <br /> Cb=1.00 <br /> COL002 0.6D+0.6W»+X 0.00 1698.04 5788.23 F7-2 0.29 OK Lb=9.00 ft, <br /> Cb=1.00 <br /> Weak Fiexure Check <br /> Member Result Offset Demand My Capacity My Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> COL001 D+0.6W»+Z 9.00 885.84 5788.23 F7-2 0.15 OK <br /> COLa02 D+0.6W»+Z 9.00 885.93 5788.23 F7-2 0.15 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 /> COL001 0.6D+0.6W»+X 9.00 400.96 15220.31 G2-1 0.03 OK <br /> COL002 D+Lr 9.00 355.11 15220.31 G2-1 0.02 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 /> COL001 D+0.6W»+Z 9.00 152.88 15220.31 G2-1 0.01 OK <br /> COL002 0.6D+0.6W»+Z 9.00 152.87 15220.31 G2-1 0.01 OK <br /> Combined Torsion Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> COLa01 0.6D+0.6W»+Z 0.00 H3-6 0.00 OK Tr=-279.48 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<020 <br /> COL002 0.6D+0.6W»+Z 0.00 H3-6 0.00 OK Tr=279.44 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Uni <0.20 <br /> Torsion Shear Check <br /> Member Result Offset Demand Capacity Tau Code Unity Details <br /> Tau <br /> Name Case ft sf sf Ref. Check <br /> COL001 0.6D+0.6W»+Z 0.00 138228.78 2586826.35 H3-1 0.05 OK Tr=-279.48 Ib-ft, <br /> Venant Shear= 138228.78 psf <br /> COL002 D+0.6W»+Z 0.00 138208.75 2586826.35 H3-1 0.05 OK Tr=279.44 Ib-ft, <br /> Venant Shear=138208.75 sf <br /> Member Unit Checks <br /> Memb Unity Controlling Case Check Model Design Material Referenc Specification <br /> er Sha e Sha e e <br /> Page 9 <br /> VisualAnalysls J0.00.0009(www.iesweb.com) <br />