There are some question about RC Model Analysis:
1.Does Basic limit mean the default limiting value of members deflection, and can it be changed by us?
Why Actual Span/Depth of M14 to M25 is 1, is it right?
2. What is the different between ductile level 1 and 2, and why can't I check reinforcement detailing rules for ductility? Are there some Guide of earthquake?
Waiting for your help, Thanks!
Xingmin