Title: | Requires double reinforcement | |
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Owner: | Hakan Şahin | |
Creator: | Hakan Şahin | Feb 11, 2025 |
Last Changed by: | Hakan Şahin | Feb 12, 2025 |
Tiny Link: (useful for email) | https://idecad.atlassian.net/wiki/x/FwB8tw | |
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Architecture & Structural Engineering (1)
Rib width of ribbed-waffle slabs cannot be less than 10cm (T.S. 500 11.3.2) |
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Architecture & Structural Engineering (6)
Punching safety is not provided.
The slab thickness does not meet the requirement. Slab Stress Check is not Provided Slab thickness is insufficient Insufficient Reinforcement on Slabs Beams |