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  1. 0404

    Concrete slender wall design

    I have designed a load bearing concrete wall for one-storey building, Wall thickness t=59mm, height h=3000 mm and one single layer #4 bars @ 250mm vertically reinforced at center of the wall. The h/t =50.8 and kL/r =135.6 of the wall shows a very slender wall. I figured out the P-M diagram for...
  2. 0404

    Category 4 Hurricane

    Is here anybody to tell me design wind speed using IBC 2000 for category 4 hurricane.Thank you.
  3. 0404

    IBC 0.2 SEC SPECTRAL RA vs UBC SEISMIC ZONE 4

    Hi Everyone: I would like to know which minimum number of 0.2-sec. spectral response acceleration in IBC is equivalent to the seismic zone 4 of UBC. Thanks

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