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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 /> CONSTANTS (CONT.I <br /> (ft <br /> s 1 <br /> Seismic Design Handbook SDH:=2 <br /> Constant 9 <br /> Concrete Flexural Strength Reduction Factor op,:=0.65 <br /> Earthquake Static Fluid Load Acceleration Factor Ofe:=1.05 <br /> Earthquake Impounded Fluid Load Acceleration Oea:=1.40 <br /> Factor <br /> Reinforced Concrete Flexural Strength Reduction Ore 0.90 <br /> Factor <br /> Rebar Flexural Strength Reduction Factor O,t:=0.90 <br /> Density of Water pw:=1.940 slug <br /> ft3 <br /> Water Unit Weight yw:=62.4 pcf <br />