You'd use a two-way slab so that the load attribution is approximately what a flat plate should be. ![]() In that case, you would model in a number of fictitious beams (gravity only) that frame into your columns. While the program isn't specifically geared towards flat plate design, I have seen people use it so that they can get a good LATERAL analysis done on their structure in RISA-3D. Therefore, it is required to model in beams and / or walls. ![]() ![]() The slab is really just viewed as a way to get the load into the supporting beams or walls. ![]() The RISAFloor program really doesn't do any analysis of the slab itself.
0 Comments
Leave a Reply. |