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Tile Lined Steel Sump - Deflection Limit?

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?

RE: Tile Lined Steel Sump - Deflection Limit?

At most L/600...better if your constraints allow.  

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