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Concrete-- Rectangular --Top & Bottom reinforced-
Friday 19th of June 2026 01:27:21 PM
--by DC--
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| Rebar#:
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Rebar#:
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Area(in2)= |
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Area(in2)= |
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| Dia(in)= |
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Dia(in)= |
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| Rebar#:
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Rebar#:
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Area(in2)= |
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Area(in2)= |
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| Dia(in)= |
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Dia(in)= |
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Results:
| As Req(in2)= |
0 |
| Ah req(in2)= |
0 |
| Ash Req(in2)= |
0 |
| Av req(in2)= |
0 |
| As Qty RB#= |
0 |
| Ah Qty RB#= |
0 |
| Ash_Qty_RB#= |
0 |
| Av Qty RB#= |
0 |
| Check Shear= |
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| Check Shear2= |
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d, usually = h-2in,
λ =1.0 ACI 8.6 for normalweight_concrete,
μ=1.4 for ACI, =3.4 for PCI book,
Φt,Φv,Φc,Φco see ACI 318-808 9.3.2.3, or subsequent ACI book versions.
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Notes:
PCI-7 Ed 5.6.3 Shear Friction Φ =0.75 μ =1.4 |
Common values: f'c = 4,000 psi, fy = 60,000 psi
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