Case study to determine the camber of post- tensioned 'I' beam
A common problem that most contractors faced in beam bridge construction was to predict the actual camber of pre-tensioned or post-tensioned beams due to prestressing in order to achieve bridge design finished levels without any unforeseen additional construction cost. Four numbers of full scale 36m...
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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2005
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| Online Access: | http://eprints.utm.my/id/eprint/4589/1/LeePohHuatMFKA2005.pdf http://eprints.utm.my/id/eprint/4589/ |
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