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  • Users: sharp910sh
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  1. sharp910sh

    Flat slab designing for shear- peak shear or average shear?

    If you have a flat slab, and you are checking punching shear. you have made a FEA model of the slab, and you see there is a peak shear force. 8 times larger than the average along the perimeter. do you design for the average or the peak? will some sort of redistribution occur? thanks sharp910sh
  2. sharp910sh

    Punching shear pile cap. perimeter encloses many piles

    I have pile cap, huge pile cap 88.4m by 28.4m 7m deep. 28 2.5m diameter piles at 7.5 m spacing. the 1.5d perimeter encloses 4 piles! does that mean i include the 4 pile loads in the punching shear check. or should i just include the one pile, and the shear stress at 1.5d is just due to the...

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