Tile Lined Steel Sump - Deflection Limit?
Tile Lined Steel Sump - Deflection Limit?
(OP)
I am designing a steel sump which is to have ceramic tile lining with epoxy adhesive. The sump is about 4m square x 4m deep (13'x13'x13').
What deflection limit should the walls of the sump be designed for? The tile supplier (Cumi) seems to not know.
Is L/500 stiff enough?
What deflection limit should the walls of the sump be designed for? The tile supplier (Cumi) seems to not know.
Is L/500 stiff enough?






RE: Tile Lined Steel Sump - Deflection Limit?