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  1. ScottishGeo

    Rectanuglar Mudmat with hole

    If we had a 6.5m x 5.2m foundation and we wanted to remove the central section (2m x 2.5m) to reduce weight, how should we consider this for design under VHM loading? Consider teh longitudial strips and then add the lateral areas to the breadth to give the equivalent area and then add the two...

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