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I" SEtZMI , f i i <br /> IZ ,ve-f, PRoIECf ONAMAC <br /> _. -- rFOR APPLIED HANDLING <br /> MATERIAL HANDL] - yEtqG--Ih�EIYRING SHEET NO. 3 <br /> Tel:909-869-0989/Fax:909-859-0981 CALCULATED BY RF <br /> 1130 E.Cypress St.,Covina,CA 91724 DATE 5-`4!2016 <br /> LOAD DISTRIBUTION: <br /> SEISMIC LOADS: <br /> Ss= 1.45 IP= 1 <br /> Fa= 1.00 ap= 1 <br /> SDs= 0.97 Rp= 1.5 <br /> DL(hoist)= 51 LB z= 0.0 IN <br /> DL(boom)= 110 LB Height of Mast= 174.0 IN <br /> DL(mast)= 950 LB z/h= 0 <br /> DL(total)= 1,110 LB Mast Diameter= 12.81N <br /> LL= 500 LB Length of Boom= 144.0 IN <br /> Wp= 1,610 LB <br /> Fp(13.3-1)= 0.4 x ap x SDS x Wp/[Rp/Ip]x(1+2z/h) 0.259 x Wp <br /> Fp(13.3-2)= 1.6 x SDs x 1p x Wp 1.552 x Wp SHALL NOT BE GREATER THAN <br /> Fp(13.3-3)= 0.3 x SDS x Ip x Wp 0.291 x Wp SHALL NOT BE LESS THAN <br /> Fp= 0.29 Wp <br /> = 469 LB <br /> Mstatic, DL= 16,520 IN-LB <br /> Mstatic,LL= 75,188 IN-LB <br /> Mseismic, boom= 8,133 IN-LB <br /> Mseismic,mast= 24,045 IN-LB <br /> Movt= 123,885 IN-LB ).3237658475 KIP-FT) <br /> 1--------144 SPAN <br /> Sl :RA <br /> 4^My, VeL <br /> ._ <br /> G 53/64 <br /> I , <br /> x <br /> s t � <br /> 11 � <br /> 12 3/4- <br /> I � <br /> I <br />