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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 /> Stron Flexure Check <br /> Member Result Oifset Demand Mz Capacity Mz Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> M004 .6D+.6W»+Z 8.00 1895.12 3667 66 F8-1 0.52 OK Lb=5.00 ft, <br /> Cb= 1.00 <br /> M005 .6D+.6W»+Z 0.00 1258.42 3667.66 F8-1 0.34 OK Lb=8.00 ft, <br /> Cb= 1.00 <br /> M006 .6D+.6W»+Z 8.00 -691.14 3667.66 F8-1 0.19 OK Lb=8.00 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 /> M004 .6D+.6W»+X 0.00 682.61 3667.66 F8-1 0.19 OK <br /> M005 .6D+.6W»+Z 8.00 -1635.78 3667.66 F8-1 0.45 OK <br /> M006 .6D+.6W»+X 8.00 2468.26 3667.66 F8-1 0.67 OK <br /> Stron Shear Check <br /> Member Result Offset Demand Vy Capacity Vy Code Unity Details <br />'i� Name Case ft Ib Ib Ref. Check <br /> M004 .6D+.6W»+Z 8.00 368.37 10713.77 G6-1,2b 0.03 OK <br /> M005 .6D+.6W»+Z 8.00 -285.83 10713.77 G6-1,2b 0.03 OK <br /> M006 .6D+.6W»+Z 8.00 -82.77 10713.77 G6-1,2b 0.01 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 /> M004 .6D+.6W»+Z 8.00 -160.29 10713.77 G6-1,2b ' 0.01 OK <br /> M005 .6D+.6W»+Z 8.00 -300.53 10713.77 G6-1,2b 0.03 OK i <br /> M006 .6D+.6W»+X 8.00 467.11 10713.77 G6-1,2b 0.04 OK <br /> Combined Torsion Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> M004 6D+.6W»+X 0.00 H3-6 0.00 OK Tr=-217.81 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<020 <br /> M005 .6D+.6W»+X 0.00 H3-6 0.00 OK Tr=62.74 Ib-ft, <br /> Combined Torsion Check Skipped, <br /> Torsion Unity<0.20 <br /> M006 .6D+.6W»+X 0.00 H3-6 0.00 OK Tr=-69.55 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 /> M004 D+.6W»+X 0.00 140965.50 2172934 13 H3-1 0 06 OK Tr=-217.81 Ib-ft, <br /> I� Venant Shear= 140965.50 psf <br /> M005 D+.6W»+Z 0.00 120530.35 2172934.13 H3-1 0.06 OK Tr=-186.24 Ib-ft, <br /> Venant Shear= 120530.35 psf <br /> M006 D+.6W»+X 0.00 45012.83 2172934.13 H3-1 0.02 OK Tr=-69.55 Ib-ft, <br /> Venant Shear=45012.83 sf <br /> Member Unity Checks <br /> Page 5 <br /> VisualAnalysis 11.00.0013(www.iesweb.com) <br />