Fisherman77
Civil/Environmental
- Sep 28, 2016
- 4
I am looking for some type of documentation to help support (or argue against) this statement:
"IBC 2015 load combinations including .5L + 1.6S, and 1.6L + .5S, were not considered in the design of the roof deck. Because the assembly area is outdoors, an extreme snow load (1.6S) will result in the area being uninhabitable. Additionally, a moderate snow load (.5S) will prevent a dense crowd of people (1.6L) from congregating outside. For this reason, combinations including roof live loads predominately govern."
"IBC 2015 load combinations including .5L + 1.6S, and 1.6L + .5S, were not considered in the design of the roof deck. Because the assembly area is outdoors, an extreme snow load (1.6S) will result in the area being uninhabitable. Additionally, a moderate snow load (.5S) will prevent a dense crowd of people (1.6L) from congregating outside. For this reason, combinations including roof live loads predominately govern."