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  1. chandanaedirisooriya

    relationship between k values and allowable bearing pressure

    I am analyzing a building using sap2000. I have to analysis an Inverted T-type foundation. I want to analysis a beam part of inverted T –type foundation.. Manual method I followed is 1) Assumed beam is a line element 2) Calculated column loads 3) find out upward UDL coming from soil...

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