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About General Summary: Stress Ratio
The document summarizes the structural analysis of the roof at the Terminal Bingkuang site. It finds that the columns and beams are strong enough to handle the actual loads. However, the 180mm thick slab is not strong enough and will require strengthening to support the maximum moment of 20.52 kN-m.
Detailed Information
| Author: | ['Juli Nirwanto'] |
|---|---|
| Publication Year: | 2015 |
| Pages: | 1 |
| Language: | English |
| Format: | |
| Price: | FREE |
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