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  • Users: htennek01
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  1. htennek01

    LRFD Load Combination

    I have a roof perimeter beam subjects to loads on vertical and laternal directions. Vertical load: L, D, W1(upward) Laternal load: E, W2(to the wall) Considering 1.2 D + 1.6 Lr + 0.8 W and 0.9 D +/- E, 1) how can I fit the vertical W1 and laternal W2 to the first equation? 2) am I supposed to...
  2. htennek01

    Wind load

    I am trying to pick the right value of Cnet (net pressure coefficients) from IBC2009 Table 1609.6.2(2). Elements: +internal pressure -internal pressure: Windward wall 0.43 0.73 Leeward wall -0.51 -0.21 Sidewall...

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