|
|
Engineering syndicate beams
|
 |
|
A beam
with 7 m. span and concrete grade 7.0 MPa. The photo show clearly
the concrete strength deterioration and shear cracks near the beam
ends. |
| |
 |
|
The photo show the beams before retrofitting
and after removing the slabs. |
| |
 |
|
The beams after the retrofitting process were
completed. |
| |
|
|
|
Loading the beam with more than 5
times the working load. |
| |
|
 |
|
Field test result of one the retrofitted beam loaded with more than
5 times the working load (still in elastic
zone). |
|
|
 |
|
|
|
|
 |
|
|
|
|
 |
|
|
|
|
 |
|
|
|
|
 |
|
|
|
Take the smart decision
Applications of MST
Retrofitting of RC columns
Field work
Strengthening R/C Beams
Strengthening R/C Columns
Strengthening procedure
Theoretical Bases
|
