I’m trying to do SLS design for crack width for a concrete beam in AQB. I’m just using example ru_snip.dat with some additions. I’ve added task for SLS design. But if I change crack width, reinforcement result is the same.
The code I’ve added (Loadcase 10 is just for test):
+PROG ASE URS:10
LCC 2 fact 5
+PROG AQB urs:9 Design SLS (Beams)
HEAD SLS design beams
PAGE UNII 0
NSTR S0 CRAC yes CW 0.1 crack width
BEAM TYPE BEAM
REIN LCR 2
DESI STAT serv
Could you please help me to find the problem? May AQB use tables (NSTR CRACK TAB) for crack width in all cases even if I use NSTR SCRAC yes CW 0.1?