a) Calculate axial capacity (i) Ultimate. (ii) Allowable b) Calculate axial Capacity (1) Ultimate (ii) Allowable...

       

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a) Calculate axial capacity (i) Ultimate. (ii) Allowable b) Calculate axial Capacity (1) Ultimate (ii) Allowable in Compression in Tension. (c) Re-calculate the capacities when water table is at 100 ft. below groundsurface. + Steel HP 360x108 pile. ROK = 30 Roft layer 1 30 ft 1 deg 100 pof layer 2 82₂=120 pcf پھر = 36 deg a) Calculate axial capacity (i) Ultimate. (ii) Allowable b) Calculate axial Capacity (1) Ultimate (ii) Allowable in Compression in Tension. (c) Re-calculate the capacities when water table is at 100 ft. below groundsurface. + Steel HP 360x108 pile. ROK = 30 Roft layer 1 30 ft 1 deg 100 pof layer 2 82₂=120 pcf پھر = 36 deg