user277418
-
Posts
1 -
Joined
-
Last visited
Content Type
Profiles
Forums
Events
Everything posted by user277418
-
Hello I design flat slab in ETABS and cracks width in the slab larger than maximum allowed by standard. Is it posible to provide larger amount of the reinforcement, which ETABS will use to check the cracks instead of the required reinforcement which ETABS calculated for flexural design? Have a nice day.