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partial load on two way slab

partial load on two way slab

partial load on two way slab

(OP)
I have a two way slab, free to rotate all edges, the load is a uniform load PARTIALLY disturbuted on the slab.

I have the table for the moment of two way slab, but only for  uniform load FULLY ditributed

anywhere i can find moment coefficent given for partial load on a two way slab?

thanks  

RE: partial load on two way slab

I don't have any handy dandy tables either, so I would use...

1.  Computer analysis, or

2.  Just forget it and design the slab for the full load.

#2 would be my option of choice.   

Mike McCann
MMC Engineering

 

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