Prestressing as action or resistance: Difference between revisions
Jump to navigation
Jump to search
(New page: == Treatment in different codes == === AASHTO LRFD 2007 === * Based on C5.7.1, prestressing is treated as part of resistance === Eurocode 2 (1992)== * Based on article 5.10.1, bullet ...) |
No edit summary |
||
| Line 1: | Line 1: | ||
== Treatment in different codes == | == Treatment in different codes == | ||
| Line 6: | Line 5: | ||
* Based on C5.7.1, prestressing is treated as part of resistance | * Based on C5.7.1, prestressing is treated as part of resistance | ||
=== Eurocode 2 (1992)== | === Eurocode 2 (1992) === | ||
* Based on article 5.10.1, bullet 2, the effects of prestressing can be considered as an action or a resistance | * Based on article 5.10.1, bullet 2, the effects of prestressing can be considered as an action or a resistance | ||
Revision as of 06:37, 14 April 2009
Treatment in different codes
AASHTO LRFD 2007
- Based on C5.7.1, prestressing is treated as part of resistance
Eurocode 2 (1992)
- Based on article 5.10.1, bullet 2, the effects of prestressing can be considered as an action or a resistance
| Home > Topics > Prestressed Concrete e | |
| Overview | Overview · Hyperstatic forces |
| Prestress losses | Friction losses · Anchorage set losses |
| Miscellaneous | Tendon · Post-Tensioning · Partial prestressing · Restraint moment · Prestressing as action or resistance · Standard prestressed girders · Magnel diagram |
|
|
|
| Related Topics | Reinforced Concrete |