Shear Reinforcement
Shear Reinforcement
(OP)
Dear All,
I am currently doing a building in ETABS. For columns how do I get the area for shear reinforcement. When I didn't the concrete frame design in ETABS I got the percentage for the main bars. But when I do for shear reinforcing the value is coming as Asv/s = 0.263 etc. What does this mean? how can I calculate the mm2 required per meter using Asv/s. I just don't undstd.
Guys please help me out here....
I am currently doing a building in ETABS. For columns how do I get the area for shear reinforcement. When I didn't the concrete frame design in ETABS I got the percentage for the main bars. But when I do for shear reinforcing the value is coming as Asv/s = 0.263 etc. What does this mean? how can I calculate the mm2 required per meter using Asv/s. I just don't undstd.
Guys please help me out here....






RE: Shear Reinforcement
RE: Shear Reinforcement
RE: Shear Reinforcement
The units are obviously AREA/LENGTH, I'm sure you can work out the rest since you are asking for a conversion of the result into an AREA/LENGTH.
RE: Shear Reinforcement