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Recent content by stlje
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Uplift on Composite Concrete Slab
The 100 psf is 0.694 psi, a very small load for most blast effects. Blast effects are typically from bombs or from vapor cloud explosions and the like - I'm going to assume that the 100 psf is a nominal load for the hazardous material storage. In that case, why not design the slab to span...- stlje
- Post #14
- Forum: Structural engineering general discussion
