LONG TERM DEFLECTION
LONG TERM DEFLECTION
(OP)
DEAR ALL :
HOW TO CALCULATE SLAB LONG TERM DEFLECTION BY SAFE ?
SND WHAT IS THE ALLOWABLE LONG TERM DEFLECTION VALUES?
HOW TO CALCULATE SLAB LONG TERM DEFLECTION BY SAFE ?
SND WHAT IS THE ALLOWABLE LONG TERM DEFLECTION VALUES?





RE: LONG TERM DEFLECTION
As for allowable deflections, there is no hard set rule here. Depends on the sensitivity of the structure to deflections. For instance if there is brittle masonry being supported by the slab then deflections must be tighter than if it was say a stud wall over
RE: LONG TERM DEFLECTION
RE: LONG TERM DEFLECTION