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Civil Engineering: Foundations and Retaining Structures Review
No preview available - 2007
Civil Engineering: Foundations & Retaining Structures : Review for ..., Volume 4
No preview available - 2000
12 inches accordance with ACI ACI Equation Anchor piles applied load axial force axial load backfill bending coefficient of friction concrete strength contraflexure critical perimeter critical section cubic foot eccentric footing elastic center factor of safety factored loads flexural shear foot per foot footing is given force in pile given by ACI Grade 60 bars group centroid Hence inches per foot initial estimate kip-feet kips per linear kips per square line of action live load maximum shear minimum reinforcement ratio NCEES nearly percent pile group pound-feet pounds per cubic pounds per foot pounds per square provides a reinforcement punching shear reinforcement required required reinforcement area required reinforcement ratio retaining wall Review Civil Engineering satisfactory service loads shear key shown in Exhibit shown in Figure side of column soil bearing pressure soil pressure square foot square inches stem wall strap beam strength reduction factor stub column tensile stress tension-controlled underside