Concrete Corbels
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)= |
Concrete BRACKETS 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 Concrete density factor |
| '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 |
