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Showing results for tags 'COLUMN TOP RESTRAIN'.

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  1. rummaan17
    Dear All, I have a concern that I would like to address. Wugh, it consider joint stiffness with col_stiff. I have went through few discussion that favor modeling column on top also as half or full length with fixed or pin support. I would like to have input from respected engineers regarding their preferable method of practice and its effect. Thanks in advance.hile exporting slab to SAFE for design. SAFE only account for column below with restrains but not column on the top. Thanks in Advance.
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