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...
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis |
| Language: | English |
| Published: |
2005
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/4589/1/LeePohHuatMFKA2005.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|