SteelPE
Structural
- Mar 9, 2006
- 2,759
I have been tasked with the design of a 2 story food factory. We are currently in the preliminary design phase and we are trying to figure out what loading should be applied to the second floor where there will be a kitchen and a production area. Initially I was thinking 100psf, however light manufacturing is 125 psf with a concentrated load of 2,000 psf. Light manufacturing seems pretty heavy to me for this instance as that is comparable to a light storage loading.
Does anyone have any recommendations for what loading to use?
Does anyone have any recommendations for what loading to use?