Hi ,
Does anyone know how I can introduce the long term deflection check for reinforced concrete slab ?
Thanks!
Hi ,
Does anyone know how I can introduce the long term deflection check for reinforced concrete slab ?
Thanks!
Try an example code from sofistik samples names a2_nonlinear_slab.dat
that shows cracked nonlinear analysis of a slab with creep and shrikange effect on deflection.
Undeaneath bold text defines c&s parametres in ASE.
+PROG ASE URS:27
Head with creep and shrinkage
SYST PROB NONL ITER 90 TOL 0.002 NMAT YES
CREP 1 ; GRP (0 199 1) PHI 2.0 EPS -220E-6
REIQ LCR 1 FACT 1.0 LCRS 99 $ Bewehrung aus BEMESS incl. Mindestbewehrung
$ reinforcement from BEMESS incl. minimum reinforcement
LC 302 FACT 1.00 TITL ‘GZG+KS’
LCC 301 $ GZG
NSTR KSV SL
END