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Design of Pile Cap Excel Sheet De Dece cemb mber er 31 31,, 20 2016 16
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It usually usually forms
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the foundation of a building, typically a multistory building, structure or support base for heavy equipment. The cast concrete pile cap distributes the
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load of the building into the piles. A similar structure to a pile cap is a “raft”, which is a concrete foundation oor resting directly onto soft soil which may be liable to subsidence.
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As per IS 2911 (Part I/ Sec 3) -2010, the pile cap may be designed by assuming
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that the load from column is dispersed at 45° from the top of Civil Engineer the cap up to the mid depth of the pile cap from the base of the column or pedestal. The reaction from piles may also be taken to be distributed at 45° from the edge of the pile, up to the
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mid depth of the pile cap. On this basis the maximum bending moment and shear
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forces should be worked out at critical sections.
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(i) Pile cap is perfectly rigid. (ii) Pile heads are hinged to the pile cap and hence no
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bending moment is
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transmitted to piles from pile caps.
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(iii) Since the piles are short and elastic columns, the deformations and stress distribution are planer.
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DESIGN PARAMETERS (i) Shape of pile cap. (ii) Depth of pile cap.
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(iii) Amount of steel to be provided. (iv) Arrangement of reinforcement.
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DESIGN PROCEDURE DETERMINE NUMBER OF PILE PILE CAP ARRANGEMENT AND PLANE DIMENSION
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PILE CAP PRELIMINARY DEPTH CHECK FORCES IN PILES
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