Reinforced Concrete Bearing Ends
Friday 19th of June 2026 01:27:22 PM
Ref PCI 7Ed 5.6.2, ACI 318-08 11.6.4
Input Data:
Rebar#: Rebar#:
Area(in2)= Area(in2)=
Dia(in)= Dia(in)=
Results:
As_Req(in2)= 0
Ash_Req(in2)= 0
As_Prov(in2)= 0
Ash_Prov(in2)= 0
Qty_As_#=
Qty_Ash_#=
Ax, Ay: Area of steel (in2) longitudinal and transverse of the welded-wire reinforcement (WWR-PCI 15.5, or equivalent).
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.
Notes:
Vu (kip): factor λ:
Nu (kip): factor Φt:
h (in): factor Φv:
b (in): factor Φc:
w (in): factor Φco:
d (in): factor μ:
f'c(psi): As_Ax (in2):
fy(psi): As_Ay (in2):
Analysis Calculus
Friday 19th of June 2026 01:27:22 PM
    An=0 in2     Avf=0 in2     Ast=0 in2
    Asr=0 in2     Vux=0 kip     Asht=0 in2
    Ashr=0 in2     SChkAs=      SChkAsh= 
    Ag=0 in2     ΦPn=0 kip     Chk= 
    ΦPn1=0 kip     Chk1=      ΦVc=0 kip
    ChkCo=