Traverse Spacing of Shear Reinf. in Wide Concrete Beams
Traverse Spacing of Shear Reinf. in Wide Concrete Beams
(OP)
In ACI 318 I cannot find any direct provision for the traverse spacing of shear stirrups in wide reinforced concrete beams (1m +). The code only seems to refer to the standard longitudinal spacing of stirrups using 2 legs. Can anyone give me some guidelines on this topic?
Regards
Mike
Regards
Mike




