graduatequestions
Structural
- Mar 6, 2008
- 23
Anybody got any suggestions on suitable coatings/paints for contact between two concrete surface? The codes seem to indicate you have to take a coeff of between 0.5 and 1 (when its beneficial) - i need to reduce that somewhere below 0.3, which is prob the max i can get away with.
Theres a fairly sizeable load on the concrete so the coating (or similiar) needs to be fairly hardy
Theres a fairly sizeable load on the concrete so the coating (or similiar) needs to be fairly hardy