Inscrivez-vous ou connectez-vous pour rejoindre votre communauté professionnelle.
CSI SAFE will bevery useful feature to find long term non linear deflection for slabs. The procedure is as follow:
Define Load Cases,
a.Immdeiate Non-Linear(D.L -1 and L.L-1)
b. Sustained Non-Linear(D.L -1 and L.L-0.25)
c. Sustained Non-Linear Long Term (D.L-1 and L.L -0.25)
Define Load Combination for long term deflection as
Immd. NL - Sus. NL + Sus. NL Long term
Then run the analysis and check deflection for the above defined load combination.
