Design of Reinforced Concrete Isolated Pad Foundation

Design of Reinforced Concrete Isolated Pad Foundation



The design of Concrete Isolated Pad Foundation as per IS 456:2000 (Plain and reinforced concrete – code of practice) – Limit state method of design2 The design approach is on the conservative side and for an economical design the user should follow either manual calculation or any other relevant software/tool3 For bearing capacity of soil the user refer documents related to soil investigation of the site.4 Warning message is displayed if the footing pressure exceeds soil bearing capacity or if it is less than zero5 For Pipe rack foundations, it should ensure that the minimum contact area of footing with soil should be 75%6 This design sheet carries out Flexure design, One-way shear check, and Two-way shear check

Design of Reinforced Concrete Isolated Pad Foundation


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