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Showing content with the highest reputation on 04/25/16 in all areas

  1. You need to look up AS5100.5 as general design approach is provided there. The concrete compressive block may lie within the insitu concrete slab, flanges or web. The composite Neutral Axis may lie above or within the void. Here is a demo software to get started: http://www.aces-systems.com/demo.html
    1 point
  2. EngrUzair

    Mass Source in ETABS

    For proper application of Mass Source, you may refer to the following links: 1. http://www.sepakistan.com/topic/191-use-of-mass-source-command-in-etabs/ 2. http://www.sepakistan.com/topic/1733-shear-and-torsional-failure/#comment-4628 Regards.
    1 point
  3. EngrUzair

    Health and Safety

    Aoa. Document & links at the following location, may help you gather your required information: https://www.google.com/search?q=hair+fiber+reinforced+concrete&ie=utf-8&oe=utf-8#q=health+and+safety+policy+on+dam+construction+site Regards.
    1 point
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