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THE ROOF' LENGTH FROM C~T~.~ OF <br /> <br /> C~29 ,000,000~ <br /> <br />CENTER OF R~DGE <br /> <br />cos A <br /> <br />©ETERM:ENE THE REL_ATZVE STZFFNESS, OF FRAME TO ROOF <br /> <br />DET6RH~NE mD AND mS ,REDUCTZON F~T~RS FROM TABLE 1, AND 2 <br />B~SED UPON THE STRU%TURE HAVZNG i <br /> <br />STEP 4: CAL. CUL, ATE THE RES~STANCE~ FORCE TO S~DES~AY AND SMEAR <br />FORCE ZN ROOF' CL~DDZNG <br /> <br />VALUE OF CL_ADD~NG SHEAR FORCE=mS;*ROLLER REACTZON FROM STEP <br /> <br /> m <br />STEP 5:DZSTRZBUTE THE SISTANCE F~RCE TO SZDESNA~ ~OUALLY AT <br />TOP CHORD NODES OPPOSZTE THE NZN~ LOADZNG ON THE MALLS <br /> <br />STEP 6;CHECK SHE~R ZN ROOFING NEaR END~ALLS. ROOF CLADOZNG <br />SHE~R FORCE(STEP 4)/BLJZ[._DZNG NZDTH MUST ~E LESS OR EQU~L TO <br />THE ~D3USTEED SBEAR FRO~ STEP 3 A~USTED FOR LO~D DUR~TZON. <br /> <br />CHECK SHEAR TRANSFERRE~ TO ENDN~LL D~HR~FI. ROOF OLADDING <br />SHEAR FORCE (STEP 4) /BUZLDZNG HZ)TH LESS DOOR OPENZNGS NUST <br />BE LESS OR EQU~L TO USEASL. E SHEAR FROH STEP 3 ~DZUSTED FOR <br />LOAD DURATZON ( i ~333 <br />~ND NZNUS DOOR~ <br /> /~NZDTH USEABLE <br /> 4117 <br /> <br />NEED ¢I FT TO DEVELOP SHEAR ~N E~D WALL <br /> <br /> <br />