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Recent content by 510Engineer

  1. 510Engineer

    ASCE 7-10 Non-Structural CH 13 Table 13.5-1

    The third printing of the ASCE 7-10 table 13.5-1 has included overstrength factors Ωo for Architectural Components. Footnote C states "overstrength as required for anchorage to concrete. See section 12.4.3 for inclusion of overstrength factor in seismic load effect." Here's my question: Do we...

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