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lateral dist. of concentrated load in concrete slab

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The SDI Composite Deck Design Handbook contains a procedure for the lateral distribution of a concentrated load on a composite deck.  Is there a similar procedure for a concrete one way slab, or can a person use the same procedure?


For once, I’m not working on a problem like this needing a quick answer, the question just came to mind.





Joseph R. Grill, P.E. (Structural)

Shephard - Wesnitzer, Inc.

Civil Engineering and Surveying