| Title: | Longitudinal rebar less than Ø14 cannot be used in shearwall head reinforcement area. | |
|---|---|---|
| Owner: | Hakan Şahin | |
| Creator: | Hakan Şahin | Jan 04, 2024 |
| Last Changed by: | Zeynep Aladağ | Mar 22, 2024 |
| Tiny Link: (useful for email) | https://idecad.atlassian.net/wiki/x/YgDejw | |
| Export As: | Word · PDF | |
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Architecture & Structural Engineering (1)
There are shearwall groups that do not meet the capacity ratio. |
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Architecture & Structural Engineering (3)
Maximum Pursmail Exceeded Shearwall.
Shearwall capacity ratio > 1 Columns with a dimension ratio greater than 6 should be modeled as walls. |
