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project: 203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08, 2013 <br /> 203723 Caspers CompanyMcDonalds <br /> C:1UserslernestolDesktop1203723 Caspers CompanyMcDonaldsl <br /> 203723 Caspers CompanyMcDonalds <br /> C:\Users\emestolDesktop\203723 Caspers CompanyMcDonaldslT-STYLE 10X30 REV 2.vap <br /> Company:Solar Dynamics Corp. Engineer:Ernesto De Oliveira Billing:203723 Caspers CompanyMcDonaids <br /> VisualAnalysis 10.00.0009 Report <br /> Table of Contents <br /> Project Header <br /> Project Notes <br /> Tabie of Contents <br /> Design Criteria <br /> Design Groups <br /> Load Case Summary <br /> Load Combination Summary <br /> Load Cases <br /> Area Loads <br /> Design Group Resuits <br /> Member Unity Checks <br /> Design Criteria <br /> Vertical Direction:Y, Ground Elevation =0.00 ft <br /> Occupancy Category:I <br /> Seismic Data(For load combination generation): <br /> Spectral Acceleration(5DS)=0.150 <br /> Seismic Design Category:A <br /> Overstrength Omega0:X=2.5,Z=2.5 <br /> Seismic Redundancy Rho:X=1,Z=1 <br /> Wind Data: <br /> Speed= 105.0 mph,Gust Factor=0_85, <br /> Roof Height= 11.0 ft <br /> Desi n Grou s <br /> Grou /Mesh Elements LL Factor Uni Desi n Sha e Overstren th S ecification <br /> HIPBEAMS 4 1.00 0.48 HSS3.500x.125 No <br /> RIDGE BEAM 1 1.00 0.16 HSS3.500x.125 No AISC ASD 2005 <br /> Steel Beam Z G01 4 1.00 0.46 HSS4x4x1/8 AISC ASD 2005 <br /> Steel Column G02 2 NO AISC ASD 2005 <br /> 1.00 0.34 HSS4x4x1/8 No AISC ASD 2005 <br /> Load Case Summary <br /> 4 Service Load Cases <br /> 28 Equation Combinations <br /> Load Combination Summary <br /> Equation Combination: 0.6D+0.6W»+X <br /> Combination:0.60D+0.75Fa*0+0.60W+X <br /> Contributing Cases&Source <br /> Dead loads(D) <br /> WIND ASCE-7-10-CASE B (W+X) <br /> Equation Combination: 0.6D+0.6W»+Z <br /> Combination:0.60D+0.75Fa"0+0.60W+Z <br /> Contributing Cases&Source <br /> Dead loads{D) <br /> WIND ASCE-7-10-CASE A (W+Z) <br /> Equation Combination: 0.6D+0.7Di <br /> Combination:0.60D+0.70Di*0 <br /> Contributing Cases&Source <br /> � Page 1 <br /> VisualAnalysis f0.00.0009(www.iesweb.com) <br />