Data: Fy F'C Long. bars Yconcrete 23.4 kN/m³ Pile Dia. 400mm stirrups 10M 400 Mpa os 25 Mpa DL use 20M or 25M Pedestal l

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Data Fy F C Long Bars Yconcrete 23 4 Kn M Pile Dia 400mm Stirrups 10m 400 Mpa Os 25 Mpa Dl Use 20m Or 25m Pedestal L 1 (136.61 KiB) Viewed 38 times

Data: Fy F'C Long. bars Yconcrete 23.4 kN/m³ Pile Dia. 400mm stirrups 10M 400 Mpa os 25 Mpa DL use 20M or 25M Pedestal loading LL Requirements: a. b. DL g. h. oc LL Ped. width, b Ped. depth Skin friction, allowable Grade Beam reactions Pile Length,m 0.85 0.65 Determine the factored loads (include self-weight). Determine the transverse bar As of the pedestal/Pile. Determine spacing of the stirrups of the pedestal/Pile. c. d. Determine minimum steel requirements for the Pile-Cap e. Make a sketch about the reinforcing details. 31.1 kPa Pf f. Show all necessary design calculations according to CSA standards. Skin friction value: as per Geotechnical report Elevation profile is in the hand-out drive/Stru201 folder