mfrad
Structural
- May 15, 2002
- 67
Does any one know where the Marble Institute of America derived its criteria for floor stiffness of L/720 for total loads and a maximum deflection not to exceed 7/32 inch for stone tiles. The tiles are 18" x 18" x 1/2" placed on a concrete mud set 1.5 to 2 inches thick and is also wire reinforced, this rests on building paper for isolation against 3/4 inch tongue and groove plywood supported by 14 inch deep TJI135 wood joists at 12 inch on center spanning 20 feet. The floor is calculated to an L/480 stiffness which is supposedly less than the L/720 than the Marble Instute requirements for placing a granite floor system on wood joists. Who is following this practice?