|
|
|
|
|
|
|
|
||||||||||||||||||
![]() |
|
|||||||||||||||||||||||
![]() |
![]() |
|
||||||||||||||||||||||
![]() |
RELEVANT PROJECTS
Two diagnostic in-situ load tests were performed on the floor system. In all load tests, the critical test section was over the intersection between beam, along alignment XB, and the joist perpendicular to it, in terms of negative moment. The structural members were loaded until the desired moment at critical sections was produced or inelastic behavior (e.g., cracking was observed).
Click Here for More Information
|
|
||||||||||||||||||||||
|
|
|
|||||||||||||||||||||||
|
|
|
|
|
|
|
|
||||||||||||||||||
![]() |
|
|
|
![]() |
|
|||||||||||||||||||
![]() |
![]() |
![]() |
|
|||||||||||||||||||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|||||||||||