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  1. karthic79

    IBC SEISMIC: Eqn 16-28

    Thanks a lot.. u have been of great help!! Kar
  2. karthic79

    IBC SEISMIC: Eqn 16-28

    hey All, I am trying to find the seismic loads of a flat roof of a tank. In the IBC 2000 Code, equation 16-28 states that E = p*Qe + 0.2*Sds*D I am confused about the Qe part of the equuation. How do I calculate the Qe. Do I just multiply the horizontal acceleration and the total mass of...

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