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  • Users: concrete12
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  1. concrete12

    Columns Moments Transferring

    Hi All, I’m trying to understand how moments in an insitu RC column transfers to the column below. For example, on L5, the column above is loading the column below eccentrically (200mm). The load from the column above is N* = 5000kN, so the column below takes a moment of 5000kN * 0.2m =...
  2. concrete12

    Hydrostatic Uplift Vs Column Gravity Loads

    Hi All, My current problem is that my column gravity loads (only self weight of the structure multiplied by a factor of 0.9) is less than the hydrostatic uplift (multiplied by a factor of 1.2). This is only problematic for one column. When designing my hydrostatic slab (reinforced concrete)...

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