Cable Profile in Post Tensioned Slabs
Cable Profile in Post Tensioned Slabs
(OP)
Am basically developing a computer software for design of post tensioned slabs.
Now, would it be wise to program for a cable profile to balance the bending moment due to dead loads?Can such an option be implemented?
Now, would it be wise to program for a cable profile to balance the bending moment due to dead loads?Can such an option be implemented?






RE: Cable Profile in Post Tensioned Slabs
RE: Cable Profile in Post Tensioned Slabs
RE: Cable Profile in Post Tensioned Slabs