ST 20AB : Design of slender concrete columns using compatibility and equilibrium approach
For a short column, when it reaches maximum capacity under applied load, it fails. However for slender column, it is also subjected to failure due to lateral deflection. There are various methods designed to predict the failure load of slender reinforced columns. The purpose of this report is to...
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| Format: | Final Year Project |
| Language: | English |
| Published: |
2016
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| Online Access: | http://hdl.handle.net/10356/68053 |
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| Institution: | Nanyang Technological University |
| Language: | English |
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