Moving point loads on slabs upon steel decking
Moving point loads on slabs upon steel decking
(OP)
What research or design info exists for assessing moving point loads on slabs built upon steel decking, composite or otherwise? This is for assessing punching, bending and localized deflections that tend to gradually break up this kind of slab. I have the SDI manual for the design of same.
RE: Moving point loads on slabs upon steel decking
We used it for design of slab with forklift load. No complaints.