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Recent content by Myshell

  1. M

    Shear peaks in piled raft foundation

    I am designing a piled raft foundation where columns are giving heavy point loads around 2500-3200kN. I have provided a raft slab of 1100mm required due to punching shear requirements as per Eurocode 1992-1-1 and tie beams of cross-section 1000mmx500 mm have been provided to reduce differential...

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