Using anchorage of stirrups to provide shear resistance
Using anchorage of stirrups to provide shear resistance
(OP)
thread607-325934: Shear Capacity of sections with insufficient anchorage of stirrups
Could someone point me to a publication on using anchorage of stirrups to provide shear resistance for stirrups without a cog or a hook at their ends ?
Yakpol, can you help with this ?
THank you.
Could someone point me to a publication on using anchorage of stirrups to provide shear resistance for stirrups without a cog or a hook at their ends ?
Yakpol, can you help with this ?
THank you.





RE: Using anchorage of stirrups to provide shear resistance
The shear capacity of not well developed reinforcement is not a very theoretical issue. You may get nothing at all. Only experiments can measure it. Sorry, I am not much help here.
Yakpol
RE: Using anchorage of stirrups to provide shear resistance
"Effect of Stirrup Anchorage on Shear Strength of Reinforced Concrete Beams", ACI Structural Journal, 2011, Jul-Aug, Vol. 108, No. 4
It looks at the effect of improper anchorage. It isn't a design guide but may be of some use to you.