kenanleung
Structural
- Mar 8, 2003
- 2
In an office building floor, my client proposes to put 4 full size (36"x18") filing cabinets side by side where there is a 5" bored hole through the floor approx. 12" behind the cabinets. the floor is 4" wire mesh reinforced concrete on 1.5" metal deck. It is rated at 50 psf LL + 50 psf DL + 20 psf Partition Load. The landlord is afraid of the bored hole will compromise the capacity of the floor. Will it?