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Showing content with the highest reputation on 12/20/18 in all areas

  1. Badar (BAZ)

    Slab 12' x 40'

    There is no restriction by ACI-318. Feasibility is limited to the imagination and practicality.
    1 point
  2. Source: http://docs.csiamerica.com/help-files/etabs/Menus/Define/Section_Properties/Frame_Sections/Frame_Section_Property_Reinforcement_Data_Form.htm The above might work for you. I don't have SAP2000 installed so I can't really check what I find on internet but I do remember that you could either design a new beam or check existing one very easily. If the above doesn't work, try this link: https://www.researchgate.net/post/How_to_provide_beam_reinforcement_in_sap2000_with_R_F_to_be_check_option_just_like_option_provided_for_column_in_sap2000 Things have changed so much since I was working on SAP200.
    1 point
  3. Ayesha

    Modal analysis

    This topic has already been repeatedly discussed in the forum. You can use the search to find topics. Here are few topics as starter.
    1 point
  4. In this case, you have to provide lap splices for column's lateral reinforcement please refer to ACI-318 2005 Item No. 7.10 page No. 87 for more details.... or check any latest version of ACI code. Thanks
    1 point
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