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r <br /> Wind Design Uata <br /> WinA Dcsign Specd=85 MPfi <br /> Wind Expoturc=B <br /> Wind Im�mriancc Factor,lw= I.0 <br /> Intemal Pressure Cocfficicnt=+/-0.I R <br /> Kv.= 1.35 <br /> Kd=O.f35 <br /> C&C= 10pxf <br /> Seismic Dcsign Data <br /> Im�+onancc factor= I.0 <br /> Ss= I.28g.S I =0.45g <br /> Site Class=D <br /> SDS=O.8Gg,SD I =0.47g <br /> SDC=D <br /> Seismic Syslem=K.Light frame walls wi�h shear panels-wood swcwral panelysheet s�eel panels <br /> Ucsign f3asc Shcar= 16.73 kips <br /> Cs=0.132 <br /> I2=6.5 <br /> Analysi-:procedurc: ASCG 9.5.5&113C TAllLE 1617.G.2(R VALUE) <br /> ASa.E 7-02 METHOD 2 Given data <br /> W specd 85.0,Gxposurc 6 <br /> Givcn Roof anglc=26.57(G.0.12 Pitch) <br /> 131dg u idth=22.0 ft <br /> Uld@ Icngth=44A(t <br /> Total hcight=32.50 ft <br /> Hciqht to avcragc r��f hcight=27.011 fl+SSO/J=28.83 ft <br /> 131dg hcight=27.00 f� <br /> Roo(hcight=5.50 fi <br /> Gdge 7.onc=2n <br /> Compme edge strip widlh <br /> Lcsscr of: I O�i�of thc Icast horizontal dimension <br /> 0.10(Width)=0.10(22.00 ft)=2.2 ft CONTROLS <br /> 0.�Ol Length)=0.1(N41.00 fq=4.4 ft <br /> 40'Y o(thc wvc hcight=0.40(27.00 ft)= 10.80 ft <br /> Uut not Icss 4'k of thc Icast horizontal dimension=0.(M(44.00 ft)=0.88 R OK <br /> CII.iGMDE1GN Date: Analysis Daumenl: MADLE DUPLEX pege; 2 <br /> &ENGINEERING,INC 2/I/2U06 FRONT DUPLEX <br /> mucn�u�ru�rvs�avcr JobNumber. F2-566 <br />