Current time: 10-17-2021, 07:58 PM
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Author: Batman07
Last Post: Batman07
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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.

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