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P�oject:203723 Caspers CompanyMcDonalds Ernesto De Oliveira, Solar Dynamics Corp. November 08,2013 203723 Caspers CompanyMcDonalds C:1UserslernestolDesktop\203723 Caspers CompanyMcDonaldsl Combined Torsion Check Member Result Offset Code Unity Details Name Case ft Ref. Check M5 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=101.99 Ib-ft, Combined Torsion Check Skipped, Torsion Unity<020 M6 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=-102.02 Ib-ft, Combined Torsion Check Skipped, Torsion Unity<0.20 M8 0.6D+0.6W»+X 0.00 H3-6 0.00 OK Tr=50.90 Ib-ft, Combined Torsion Check Skipped, Torsion Unity<0.20 M9 0.6D+p.gW»+X 0.00 H3-6 0.00 OK Tr=-50.87 Ib-ft, Combined Torsion Check Skipped, Torsion Uni <0.20 Torsion Shear Check Member Result Offset Demand Capacity Tau Code Unity Details Tau Name Case ft sf sf Ref. Check M5 D+p,g�l�l»+X 0.00 93028.34 2586826.35 H3-1 0.04 OK Tr=108.59 Ib-ft, Venant Shear=93028.34 psf M6 D+0.6W»+X 0.00 93052.11 2586826.35 H3-1 0.04 OK Tr=-108.62 Ib-ft, Venant Shear=93052.11 psf M8 D+0.6W»+Z 0.00 73666.11 2586826.35 H3-1 0.03 OK Tr=85.99 Ib-ft, Venant Shear=73666.11 psf M9 D+0.6W»+Z 0.00 70448.05 2586826.35 H3-1 0.03 OK Tr=-82.24 Ib-ft, Venant Shear=70448.05 sf Design Group: RIDGE BEAM per AISC ASD (2005j Designed As: HSS3.500x.125,Material:\Stee11,4STM A572 Grade 50 Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check M1 16-10Lr 8.33 H1-1 b 0.16 OK KL=16.67 ft, Cb=1.00, Lb=16.67 ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib Ib Ref. Check M1 16-10Lr 0.00 355.16 6651.11 E3-3F6 0.05 OK Lu= 16.67 ft, KL=16.67 ft Stron Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check M1 0.6D+0.6W»+X 16.67 -465.18 3318.36 F8-1 0.14 OK Lb=16.67 ft, Cb=1.00 Weak Flexure Check Member Result Offset Demand My Capacity My Code Unity Details Name Case ft Ib-ft Ib-ft Ref. Check Page 6 VisualAnafysis i0.00.0009(www.iesweb.com)