partial load on two way slab

[Yihan]

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

 

[msquared48]

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