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  • Users: cajeng
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  1. cajeng

    ASCE 113 Deflection

    I was wondering how anyone familiar with substation steel design has been handling deflection due to rotation per ASCE 113. Specifically, I frequently have columns with rotation, causing deflection in horizontal members. For instance, if I have a Class B structure, the vertical member...
  2. cajeng

    ASCE 113 Section 3.1.11.3 Interpretation

    Hello, I was wondering if anyone could help me in understanding Section 3.1.11.3 of ASCE 113 concerning deflection calculations. This section suggests using the un-factored extreme wind and un-factored extreme icing loads if the equipment is operating during extreme wind or extreme ice. Is the...
  3. cajeng

    ASCE 113 Section 3.1.11.3 Interpretation

    Hello, I was wondering if anyone could help me in understanding Section 3.1.11.3 of ASCE 113 concerning deflection calculations. This section suggests using the un-factored extreme wind and un-factored extreme icing loads if the equipment is operating during extreme wind or extreme ice. Is...

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