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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 /> ASCE7-10 WINDUPLIFT A001 Wind-Windward Roof 1-way: (0.828,0.292,-0.478) Members 3.70 <br /> AX <br /> ASCE7-10 WINDUPLIFT A002 Wind-Leeward Roof 1-way (0,0.292,0.956) Members 10.39 <br /> AX <br /> ASCE7-10 WINDUPLIFT A003 Wind-Leeward Roof 1-way: (-0.828,0.292,-0.478) Members 10.39 <br /> AX <br /> ASCE7-10 WINDUPLIFT A001 Wind-Side Roof 1-way:(0.828,0.292,-0.478) Members 15.58 <br /> BZ <br /> ASCE7-10 WINDUPLIFT A002 Wind-Side Roof 1-way� (0,0.292,0.956) Members 15.58 <br /> BZ <br /> ASCE7-10 WINDUPLIFT A003 Wind-Windward Roof 1-way� (-0.828,0.292,-0.478) Members 2.80 <br /> BZ <br /> Design Group Results <br /> Design Group: HIP per AISC ASD (2010) <br /> Designed As: HSS2.875x.125, Material:\SteeIWSTM A500 Grade B(Fy=42ksi) <br /> Members Included(3): M001, M002, M003 <br /> Combined Check <br /> Member Result .Offset Code Unity Details <br /> Name Case � ft Ref. Check <br /> M001 .6D+.6W»+X 0.00 H1-1b 0.73 OK Cb= 1.00, <br /> Lb= 12.07 ft <br /> M002 .6D+.6W»+X 12.07 H1-1b 0.89 OK Cb= 1.00, <br /> Lb= 12.07 ft <br /> M003 .6D+.6W»+Z 12.07 H1-1b 0.90 OK Cb= 1.00, <br /> Lb= 12.07 ft <br /> Axial Check <br />' Member Result Offset Demand Fx Capacity Fx Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M001 .6D+.6W»+X 12.07 551.32 25401.20 D2-1 0.02 OK <br /> M002 .6D+.6W»+Z 0.00 486.27 25401.20 D2-1 0.02 OK <br /> M003 .6D+.6W»+Z 0.00 523.76 25401.20 D2-1 0.02 OK <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 /> M001 .6D+.6W»+X 0.00 1268.61 1852.69 F8-1 0.68 OK Lb= 12.07 ft, <br /> Cb= 1.00 <br /> M002 6D+.6W»+X 12.07 1434.37 1852.69 F8-1 0.77 OK Lb= 12.07 ft, <br /> Cb= 1.00 <br />, M003 .6D+.6W»+Z 12.07 1474.04 1852.69 F8-1 0.80 OK Lb=12.07 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 /> M001 .6D+.gW»+Z 6.44 -310.97 1852.69 F8-1 0.17 OK <br /> M002 D+.6W»+X 4.83 479.96 1852.69 F8-1 0.26 OK <br /> M003 .6D+.6W»+Z 4.43 436.89 1852.69 F8-1 0.24 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 /> M001 .6D+.6W»+Z 0.40 -308.21 7620.36 G6-1,2b 0.04 OK <br /> Page 3 <br /> VisualAnalysis 11 00.0013(www.iesweb.com) <br />� <br />