mountaineers19
Structural
- Jun 4, 2024
- 19
I am more of a steel guy but I am starting to get into some concrete stuff so I wanted to get some guidance on the proper checks for unreinforced slabs subjected to light moment loads from a steel column. I know I need to check punching shear, concrete breakout strength of a single anchor and of the bolt group and compare that to the tension developed by the over turning moment. But as besides that what other checks do I need to perform. I know most people will say a footer is needed but the loads I am talking about are around 2-3 kip-ft on 8" fiber reinforced slabs.