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
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
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