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Recent content by cajeng

  1. cajeng

    ASCE 113 Deflection

    Thanks transmissiontowers! It has been my interpretation as well this was a local deflection. I am using the squared value in the deflection checks. Do you know when you anticipate having the newest version of 113 out? How frequently do committee positions become available?
  2. 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...
  3. cajeng

    ASCE 113 Section 3.1.11.3 Interpretation

    Thanks for clearing that up transmissiontowers, that was exactly what I was wondering. I agree it would be much more clear if the table said "Wind deflection velocity conversion factor." I will be sure to let you know if I have any more questions! Thanks again.
  4. 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...
  5. 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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