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BY...RLC....DATE...........3/15/22....... SCHNABEL ENGINEERING SHEET NO...........OF............ <br /> CHECKED BY...CMG....DATE............ JOB NO.................................. <br /> SUBJECT......TIMES MINE BULKHEAD............................................................................................................................................... <br /> Considering Earthquake (Abel Method Cont. <br /> Factored Earthquake Bulkhead Load (Ebm) EbT,,:=Lst•P,•hb•wb•PGA•0ed=1295.2 lbf <br /> Factored Earthquake Load on Face U'aAA/I:=Ef,+Efnl+Eb„.=341225.6 lbf <br /> (U'aAM) <br /> Uniform Static Fluid Load on Face u'sAAI:= U ' =11374.2 psf <br /> (u'sAM) (hb•wb) <br /> Maximum Nominal Bending Moment (MnAM) MuAM:= u sAn8 wb2 •ft=35544.3 ft•lbf <br /> Factored Nominal Bending Moment (M'uAM) M'uAM M:= nAA1 =54683.6 ft•lbf <br /> opc <br /> — <br /> Plain )Concrete Beam Bulkhead Length LstAm:= /�6•M'uanT) =1.7 ft <br /> (LstAvb•f,,\ <br />