Shear friction/Shear reinforcing
Shear friction/Shear reinforcing
(OP)
I have a ledge for a precast stair bearing. The shear capacity is not enough for concrete alone, so some reinforcing. If I look at shear friction method, would the reinforcing need to be developed on both sides of the crack? If I use a hairpin, is that not just Vs instead of shear friction. What do you guys think?
Thanks
Thanks






RE: Shear friction/Shear reinforcing
Mike McCann
MMC Engineering
RE: Shear friction/Shear reinforcing
RE: Shear friction/Shear reinforcing
RE: Shear friction/Shear reinforcing
RE: Shear friction/Shear reinforcing
RE: Shear friction/Shear reinforcing