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  1. ukcivil

    seismic dead load

    In IBC 2000 (nased on 97 Nehrp) w (effective seismic weight) is calculated the following ways: W= total dead load + .... Warehouses 25% live BUildings with partitions 10 psf Snow Load> 30 psf 20% snow Permanent Equipment 100% dead
  2. ukcivil

    Pre-Engineered Metal Building

    Well, the reason I ask is because it is SDC "d". The PE bldg is braced with special masonry reinf. shearwalls. I beleive that the pe bldg frame musy only have to take 25% of the seismic load. Thx for your input.
  3. ukcivil

    Pre-Engineered Metal Building

    Is a pre-engineered building frame an ordinary, intermediate, or special moment frame? Or can it be any of these depending on what the owner/code requires? thanks.

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