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P�oject:'203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08, 2013 <br /> 203723 Caspers CompanyMcDonalds <br /> C:\Users\ernestolDesktop\203723 Caspers CompanyMcDonalds\ <br /> Stron Shear Check <br /> Member Result Offset Demand Vy Capacity Vy Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> BmZ002-3 0.6D+0.6W»+X 5.00 -611.15 15220.31 G2-1 0.04 OK <br /> BmZ002-2 0.6D+p.g�/�/»+X 0.00 611.18 15220.31 G2-1 0.04 OK <br /> BmZOD1-3 0.6D+0.6W»+X 5.00 -563.16 15220.31 G2-1 0.04 OK <br /> BmZ001-2 0.6D+O.6W»+X 0.00 563.21 15220.31 G2-1 0.04 OK <br /> Weak Shear Check <br /> Member Resuit Offset Demand Vz Capacity Vz Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> BmZ002-3 D+�� 5.00 177.56 15220.31 G2-1 0.01 OK <br /> BmZ002-2 D+�� 5.00 -177.55 15220.31 G2-1 0.010K <br /> BmZ001-3 0.6D+0.6W»+X 5.00 200.43 15220.31 G2-1 0.01 OK <br /> BmZOd1-2 0.6D+0.6W»+X 5.00 -200.53 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 /> BmZ002-3 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=-848.98 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<0.20 <br /> BmZ002-2 O.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=849.05 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<020 <br /> BmZ001-3 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=850.04 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<0.20 <br /> BmZ001-2 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=-850.07 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 /> BmZ002- 0.6D+0.6W»+X 0.00 419899.51 2586826.35 H3-1 0.16 OK Tr=-848.98 Ib-ft, <br /> 3 Venant Shear=419899.51 psf <br /> BmZ002- 0.6D+0.6W»+X 0.00 419934.34 2586826_35 H3-1 0.16 OK Tr=849.05 Ib-ft, <br /> 2 Venant Shear=419934.34 psf <br /> BmZ001- 0.6D+0.6W»+X 0.00 420421.25 2586826.35 H3-1 0.16 OK Tr=850.04 Ib-ft, <br /> 3 Venant Shear=42042125 psf <br /> BmZ001- 0.6D+0.6W»+X 0.00 42043826 2586826.35 H3-1 0.16 OK Tr=-850.07 Ib-ft, <br /> 2 Venant Shear=420438.26 sf <br /> Design Group: Steel_Column_G02 per AISC ASD (2005) <br /> Designed As: HSS4x4x1/8, Material:1SteeI�ASTM A572 Grade 50 <br /> Combined Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> COL001 0.6D+0.6W»+X 9.00 H1-1b 0.34 OK Cb=1.00, <br /> COL002 0.6D+p_g�/�/»+X 0.00 Lb=9.00 ft <br /> H 1-1 b 0.30 OK Cb=1.00, <br /> Lb=9.00 ft <br /> Page 8 <br /> VisualArtalysis i0.00.0009(www.iesweb.com) <br />