Title: Column shear safety is not satistied  
Owner: Zeynep Aladağ
Creator: Zeynep Aladağ Aug 31, 2020
Last Changed by: Hakan Şahin Jan 10, 2024
Tiny Link: (useful for email) https://idecad.atlassian.net/wiki/x/Q4HmQQ
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Architecture & Structural Engineering (13)
    Page: Axial Capacity Insufficient in Column
    Page: Circular column diameter cannot be smaller than 350 mm.
    Page: Circular column longitudinal rebar count cannot be less than 6.
    Page: Column capacity ratio > 1
    Page: Column longitudinal rebar diameter cannot be less than Ø14.
    Page: Friction Shear Failure
    Page: Maximum Pursmail in Colon Exceeded.
    Page: Polygon shearwall capacity ratio > 1
    Page: Shearwall capacity ratio > 1
    Page: Shearwalls with coupling beam is not found
    Page: The smallest dimension of the columns cannot be smaller than 300 mm.
    Page: Transverse reinforcement spacing error
    Page: αi < 0.70
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