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Project: 203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08,2013 <br /> 203723 Caspers CompanyMcDonalds <br /> C:IUserslernestolDesktop�203723 Caspers CompanyMcDonaldsl <br /> Load Cases <br /> Load Case Desi n Checks Seismic T e Results Anal ze? Envelo e? <br /> 1 Dead loads -NA- -NA- Yes Yes No <br /> 2 LIVE -NA- -NA- Yes Yes No <br /> 3 WIND ASCE-7-10-CASE A -NA- -NA- Yes Yes No <br /> 4 WIND ASCE-7-10-CASE B -NA- -NA- Yes Yes No <br /> 5 0.6D+0.6W u+X Allowable ASD -NA- Yes Yes No <br /> 6 0.6D+p,gw„+Z Allowable ASD -NA- Yes Yes <br /> 7 0.6D+0.7Di Allowable ASD _Nq_ No <br /> 816-10Lr Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> 9 16-10R Allowable ASD -NA- Yes Yes <br /> 10 16-11Lr Allowable ASD _Nq_ No <br /> 11 16-12W»-Z+X Yes Yes Na <br /> Allowable ASD -NA- Yes Yes No <br /> 12 16-13W+Lr»-Z+X Allowable ASD -NA- Yes Yes <br /> 13 16-13W+R»-Z+X Al�owable ASD _Nq_ No <br /> 14 16-14»+x Yes Yes No <br /> Aliowable ASD -NA- Yes Yes No <br /> 15 16-14»-Z+X Allowable ASD -NA- Yes Yes <br /> 16 D+0.6H Allowable ASD _Nq_ No <br /> 17 D+0.6W»+X Yes Yes Na <br /> Allowable ASD -NA- Yes Yes No <br /> 18 D+0.6W»+Z Allowable ASD -NA- Yes Yes <br /> 19 D+0.75 L+0.6W+Lr »+X Allowable ASD _Nq_ No <br /> 20 D+0.75 L+0.6W+Lr »+Z Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> 21 D+0.75 L+0.6W+R »+X Allowable ASD -NA- Yes Yes <br /> 22 D+0.75 L+p,g�I+R »+Z Allowable ASD _Nq_ No <br /> 23 D+0.75 L+Lr Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> 24 D+Lr Allowabie ASD -NA- Yes Yes <br /> (251BC200016.10a Allowabie ASD -NA- No <br /> 2616C200016.11 Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> 27 IBC200016.12 Allowable ASD -NA- Yes Yes <br /> 281BC200016.7 Allowable ASD -Nq_ NO <br /> 29 UBC97 12.10a Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> 30 UBC97 12.11a Allowable ASD -NA- Yes Yes <br /> 31 UBC9712.7 Allowable ASD _Nq_ No <br /> 32 UBC97 12.9a Yes Yes No <br /> Allowable ASD -NA- Yes Yes No <br /> Area Loads <br /> Load Case Area T e S an Direction Load What? <br /> Ma nitude#1 <br /> LIVE A003 Uniform psf <br /> LIVE 1-wa :Z Members -5.00 <br /> A004 Uniform 1-wa :X Members -5.00 <br /> LIVE A006 Uniform 1-wa :X <br /> LIVE Members -5.00 <br /> A008 Uniform 1-wa :Z Members <br /> WIND ASCE-7-10-CASE A A003 Wind-Side Roof -5.00 <br /> WIND ASCE-7-10-CASE A A004 Wind-Windward Roof 1-wa :X Members 15.58 <br /> WIND ASCE-7-10-CASE A A006 Wind-Leeward Roof 1-wa :X Members 3.11 <br /> WIND ASCE-7-10-CASE A A008 Wind-Side Roof Members 10.39 <br /> WIND ASCE-7-10-CASE B A003 Wind-Leeward Roof �_� .Z Members 15.58 <br /> WIND ASCE-7-10-CASE B A004 Wind-Side Roof Members 10.39 <br /> WIND ASCE-7-10-CASE B A006 Wind-Side Roof � Wa �X Members 15.58 <br /> WIND ASCE-7-10-CASE B A008 Wind-Windward Roof �_Wa .Z Members 15.58 <br /> Members 4.54 <br /> Design Group Results <br /> Design Group: HIPBEAMS per AISC ASD (2005) <br /> Designed As: HSS3.500x.125,Material:lSteelIASTM A572 Grade 50 <br /> Page 4 <br /> �sualAnalysis i0.00.0009(www.iesweb.com) <br />