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. � <br /> Project: 204272 360 Project Solutions Florida Hospital Zeph <br /> Ernesto De Oliveira, SOLAR DYNAMICS CORP. December 04, 2015 <br /> 204272 360 Project Solutions Florida Hospital Zeph <br /> C:\Users\ernesto\Desktop�204272 360 Project Solutions Florida Hospital Zephyrhills\ <br /> IM002 .6D+.6W»+X 12.07 378.64 7620.36 G6-1,2b 0.05 OK <br /> M003 6D+6W»+Z 11 67 328.87 7620.36 G6-1 2b 0.04 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 /> M001 D+.6W»+Z 12.07 203.13 7620.36 G6-1,2b 0.03 OK <br /> M002 .6D+.6W»+X 0.00 241.94 7620.36 G6-1,2b 0.03 OK <br /> M003 .6D+.6W»+Z 0.00 168.54 7620.36 G6-1,2b 0.02 OK <br /> Combined Torsion Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> M001 .6D+.6W»+X 0.00 H3-6 0.00 OK Tr=-30.24 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<0.20 <br /> M002 .6D+.6W»+X 0.00 H3-6 0.00 OK Tr=-101.85 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<0.20 <br /> M003 .6D+.6W»+X 0.00 H3-6 0.00 OK Tr=78.62 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unit <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 /> M001 .6D+.6W»+X 0.00 39119.18 2172934 13 H3-1 0.02 OK Tr=-30.24 Ib-ft, <br /> Venant Shear=39119.1 S psf <br /> M002 D+.6W»+X 0.00 131772.44 2172934.13 H3-1 0.06 OK Tr=-101.85 Ib-ft, <br /> Venant Shear= 131772.44 psf <br /> M003 .6D+.6W»+Z 0.00 115317.88 2172934.13 H3-1 0.05 OK Tr=-89.13 Ib-ft, <br /> Venant Shear= 115317.88 sf <br /> Design Group: COLUMN per AISC ASD (2010) <br /> II <br /> Designed As: HSS4x.125, Material:\SteeI�ASTM A500 Grade B(Fy=42ksi) <br /> Members Included(3): M004, M005, M006 <br /> Combined Check <br /> Member Result Offset Code Unit Details <br /> I y <br /> Name Case ft Ref. Check <br /> M004 .6D+.6W»+Z 8.00 H1-1b 0.70 OK Cb= 1.00, <br /> Lb=8.00 ft <br /> M005 .6D+.6W»+Z 8.00 H1-1b 0.73 OK Cb= 1 00, <br /> Lb=8.00 ft <br /> M006 6D+.6W»+X 8.00 H1-1b 0.79 OK Cb= 1.00, <br /> Lb=8.00ft i <br /> Axial Check <br /> Member Result Offset Demand Fx Capacity Fx Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M004 .6D+.6W»+X 0.00 490.70 35712.57 D2-1 0.01 OK <br /> M005 6D+.6W»+Z 0.00 465.38 35712.57 D2-1 0.01 OK <br /> M006 .6D+.6W»+Z 0.00 398.21 35712.57 D2-1 0.01 OK <br /> Page 4 <br /> VisualAnalysis 11.00.0013(www.iesweb.com) <br />� <br />