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PROJECT Air Liquide <br />FOR Modula <br />SHEET NO.4 <br />CALCULATED BY RF <br />DATE 2/27/2023 <br />LOADS & DISTRIBUTION <br />ANALYSIS BASED ON SECTION 1613 OF THE 2022 CBC <br />Load Configuration 2 <br />V =Cs * Ws WHERE Cs = SDS * I / R AND Ws = wDL + wPL <br />SITE CLASS =D <br />SDS =2/3*Fa*Ss AND Ss = 1.267, Fa = 1 <br />=0.84 <br />I =1.00 <br />R =4 <br />wDL =12,333 LB 13081 <br />wPL =49,612 LB <br />Ws =wDL + wPL <br />=61,945 LB <br />Height =209 IN <br />V =SDS x I / R x Ws RMI 2.6.2 Width =178 IN <br />=0.84 x 1 / 4 x 61945 Depth =125 IN <br />=0.21 x Wp <=== govern # of Base Plate =8 <br />but not less than <br />=0.044 x SDS x I x Wp <br />=0.03696 x Wp <br />Fp =0.21 x Wp <br />=13,008 LB <br />Pcol DL =wDL/8 Base Plates <br />=1,542 LB <br />Pcol LL =wPL/8 Base Plates <br />=6,201 LB <br />Movt. =Vtotal x (Htotal x 2/3) <br />=13008 x 139.33 <br />=1,812,511 IN-LB < Movt. In Config 1 <br />Transverse Direction: <br />P-seismic =Movt./(2 Frame x Depth) <br />=1812511 / (125) <br />=14,500 LB <<< governs <br />Longitudinal Direction: <br />P-seismic =Movt./(2 Frame x Width) <br />=1812511 / (2 x 178) <br />=5,091 LB <br />Presisting =(0.9 - 0.2 Sds) x (wDL + 0.67 x WPL) <br />=33,359 LB <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869-0989 / FAX: (909) 869-0981 <br />INC. <br />SEIZMIC