Concrete Corbels

Input Values:
Vu(kips):
Nu(kips):
h(in):
b(in):
d(in):
lp(in):
Φ:
f_c(psi):
fy(psi):
λ:

Results:
As(in2)=
Ah(in2)=
'a/d' ratio(< 1)
Ue=
As cantilever(in2)=  
As friction(in2)=  
Asmin(in2)=  
f'c(psi)=  
Rebar fy(psi)=  
Factored Vu(kip)=  
Max Vu by Shear-Friction(kip)=  

Input data Key
Concrete Brackes or Corbels

h,d,b,Lp = Cross section dimensions (in)
AsReq = As, Reinforced Steel Required (in2)
Ah = Ah, Reinfocerd steel Rquired (in2).
Av = Av,Framing bar (in2
Vu = Factored Load (kips)
Φ = Reduction Factorv= 0.75 PCI7 5.9.4.1
λ = 1.0 Not lightweight Concrete
'a/d' ratio = should be <1.0 ACI 318 05 R11.9.1
a = 3/4*Lp
Nu = =0.20*Vu or otherwise calculated PCI7 5.6.3.1
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