| Title: | Steel tie deflection limit exceeded. | |
|---|---|---|
| Owner: | oğuzcan hadim | |
| Creator: | oğuzcan hadim | Jan 20, 2024 |
| Last Changed by: | oğuzcan hadim | Jan 29, 2024 |
| Tiny Link: (useful for email) | https://idecad.atlassian.net/wiki/x/I4IGkQ | |
| Export As: | Word · PDF | |
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Architecture & Structural Engineering (1)
Steel tie shear strength not satisfied. |
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Architecture & Structural Engineering (4)
Purlin Design Results
Beam Design Steel tie deflection limit exceeded. Secondary steel beam PMM ratio not satisfied. |