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PROJECT Pace Supply <br />FOR The Beacon Group <br />SHEET NO.48 <br />CALCULATED BY TC <br />DATE <br />Base Plate Analysis:  <br />Longitudinal Check: <br />P =Pcol‐static <br />=2,440 LB <br />fa =P/A <br />=Pcol/[(Deff.)(Beff.)] <br />=98  PSI <br />Beff. =5.00 IN <br />M1base/in =(W/in)(L^2)/2 Deff. =5.00 IN <br />=(fa)(b1^2)/2 b =2.00 IN <br />=110  IN‐LB b1 =1.50 IN <br />t =0.375 IN <br />Sbase/in =(1)(t^2)/6 Fy =36,000  PSI <br />=0.023 IN^3 <br />Fbase =(0.75)(Fy) <br />=27,000  PSI <br />fb/Fb =Mbase/in/((Sbase/in)(Fbase)) <br />=0.17 <  1.0  Ok <br />Transverse Check: <br />P =Pcol‐static + 0.75*0.7*Pcol‐seismic <br />=4,445 LB <br />fa =P/A <br />=Pcol/[(Deff.)(Beff.)]Beff. =5.00 IN <br />=178  PSI Deff. =5.00 IN <br />b =2.00 IN <br />M1base/in =(W/in)(L^2)/2 b1 =1.50 IN <br />=(fa)(b1^2)/2 t =0.375 IN <br />=200  IN‐LB Fy =36,000  PSI <br />Sbase/in =(1)(t^2)/6 <br />=0.023 IN^3 <br />Fbase =(0.75)(Fy) <br />=27,000  PSI <br />fb/Fb =Mbase/in/((Sbase/in)(Fbase)) <br />=0.32 <  1.0  Ok <br />Base Steel Properties: <br />Base Steel Properties: <br />b1 b1b <br />B <br />f a <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869‐0989 <br />1130 E. CYPRESS STREET, COVINA, CA 91724 <br />INC. <br />SEIZMIC <br />3421 W Segerstrom Ave - <br />10111647610/31/2023