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two way slab design 3

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hx200

hx200

Structural
Apr 11, 2008
20
US
I have a question about two way slab design.

ACI 318 use the area loading design column strips and middle strips in one direction and then use the same loading design the other direction. Are we designing for the same load twice?

Any thinking about this. Thanks a lot.
 
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BS codes? Now that is a good one. But then what else would they call them?
 
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