stirrup design using boxcar program
stirrup design using boxcar program
(OP)
I am designing a reinforced concrete box culvert using the BOXCAR 3.1 program and due to the fill height range i am coming up with stirrups. Does anyone know how to adjust BOXCAR 3.1 to increase the circumferential reinforcement steel areas and eliminate the stirrups?






RE: stirrup design using boxcar program
RE: stirrup design using boxcar program
Check your DOT standard details.