jdelacruz
Structural
- Sep 25, 2003
- 12
I am in the process of laying out members for a gaming floor in a casino and trying to determine if the minimum ASCE and IBC live loading criteria is sufficient for this type of space. Although ASCE minimum live loading calls for 100 psf live load for assembly areas, is there a more prudent live load to use above 100 psf?