Design-of-Pile-Foundation.xls

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fmmmProvide=NosKnKn/cm5Design of Pile Foundation for Administration BuildingInput Data#Charecteristic strength of concreteN/mm2)Charecteristic strength of ReinforcementReferences0Code of Practice for Plain & Reinforced concreteIS : 456 - 2000IS : 2911 - Part-I/Section-2CDesign & Construction of Pile Foundation - Cast-in-situ Bored Piles2Reinforced Concrete Analysis & Design by S. S. Ray1Clear cover to Reinforcement for Piles & Pile capVSafe Load carrying capacity of Cast-in-situ Piles : Refer to Geo Technical Data Report6Length of Pile Proposed (from C.O.L to Founding Level)Diameter of Pile Capacity of Pile9Recommended Capacity of Piles as per Geo Technical ReportSTAAD Joint No.Axial LoadDia. of PileNo. of PilesSize of ColumnBDLateral LoadFxFzGoverning Load caseLoad carrying capacity of pilesDesign of PilecapTwo-Pile Pile capMaximum Load on columnSize of column ProvidedPULoad on each pileRUDiameter of pile providedNumber of Piles ProvidedSize of Pile capLEffective depth of Pile capdeffDiameter of main rebarMaximum moment in pilecapMuKn-mReinforcement requiredAst-reqcm2Minimum Reinforcement requiredAst-minAst-provHence Providedia barsCheck for ShearProvide at bottomat topTor bars @cm2/mpt =NCritical section for shear shall be at a distance of deff from face of support1Distance of critical section from face of support©ÍÉ<FKgZ5lé{dü©ñÒMbP?_*+‚€%óÁƒ„&Ð?'Ð?(è?)è?M\\NCOEN1\TVS MSP 345/Classic/XÜ<Cï€êodXXLetterÿÿÿÿDINU"<2ÃåSMTJðTVS MSP 345/Classic/XL ClassicInputBinTRACTORRESDLLUniresDLLOrientationPORTRAITResolutionOption1PaperSizeA4PrintQualityLETTER_QUALITYHalftoneHT_PATSIZE_AUTO¡"dXX333333Ó?333333Ó?œ&œ<3U}¶A}¶C}¶C}¶C}IA}¶A}¶@}

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References0Code of Practice for Plain & Reinforced concreteIS : 456 - 2000IS : 2911 - Part-I/Section-2CDesign & Construction of Pile Foundation - Cast-in-situ Bored Piles2Reinforced Concrete Analysis & Design by S. S. Ray1Clear cover to Reinforcement for Piles & Pile capVSafe Load carrying capacity of Cast-in-situ Piles : Refer to Geo Technical Data Report6Length of Pile Proposed (from C.O.L to Founding Level)Diameter of Pile Capacity of Pile9Recommended Capacity of Piles as per Geo Technical ReportSTAAD Joint No.Axial LoadDia. of PileNo. of PilesSize of ColumnBDLateral LoadFxFzGoverning Load caseLoad carrying capacity of pilesDesign of PilecapTwo-Pile Pile capMaximum Load on columnSize of column ProvidedPULoad on each pileRUDiameter of pile providedNumber of Piles ProvidedSize of Pile capLEffective depth of Pile capdeffDiameter of main rebarMaximum moment in pilecapMuKn-mReinforcement requiredAst-reqcm2Minimum Reinforcement requiredAst-minAst-prov

Distance Pile outer face from face of columnXSince the critical section falls outside pile section

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there will be no shear in pilecap(Hence no shear reinforcement is requiredThree-Pile Pile capB1B2Design of Beam Marked B1Size of beam ProposedMaximum shear force in BeamVuShear stress in beam B1-Maximum permissible shear stress for concreteShear strength of concretefor Pttvtc-maxtc Shear to be resisted by stirrupsVusVus/deff/Hence provide 12 Tor 4-legged stirrups @ 150c/cDesign of Beam Marked B2Maximum Load on Beam B2/Hence provide 10 Tor 4-legged stirrups @ 150c/c'Four-Pile Pile cap & Five Pile Pile capc/c at top & bottom"c/c at bottom in both directionsc/c at top in both directions!Size of column assumed for designc/c in remaining portion /Design Aids for Reinforced concrete to IS : 456SP-16ÿjç:I;n'<LË=ð0>UÙ>þo?”ø?~@£½AâdB‰(CM'DLcc’––Bå››ŒŒ

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Design-of-Pile-Foundation.xls