I am specifically looking for a code reference that allows you to reduce line loads from stud walls when designing one way or two way slabs. The live load for the studwall design is not reduced because of the reduced influence area (16" o.c.), therefore why is the subsequent live load able to...
When designing a concrete podium slab supporting 4 stories of wood framed construction, can the live load portion of the line loads produced by the load bearing wood stud walls be reduced? If so, what influence area is used for this reduction calculation.