08-19-2010, 08:47 AM
Hi everyone!
Could anyone comment on the definition of load cases/combination that I will be using in SAFE to calculate for total deflection?
This is for a flat slab structure by which 30% of the live load will be sustained with creep coefficient and shrinkage stain equal to 1.5 and 0.00045 respectively.
![[Image: 90782604427175091944.jpg]](https://pic.civilea.com/images/90782604427175091944.jpg)
Could anyone comment on the definition of load cases/combination that I will be using in SAFE to calculate for total deflection?
This is for a flat slab structure by which 30% of the live load will be sustained with creep coefficient and shrinkage stain equal to 1.5 and 0.00045 respectively.
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