Co1 Concrete Pullou Strength
Sunday 21st of June 2026 05:25:57 AM
Concrete & Anchors
Input Data
Ra(in):
Sp(in):
Na:
f'c(ksi):
φc:
Results
Concrete Capacity
Fu (kip) =  0


Assumed enough factored strength of anchorage.) Guide to the Design of Anchor Bolts
ACI 318-77 Section 9.2
ACI 349 Appendix B
φc =0.85 uncracked section
Na = Number of anchors
Analysis Calculus
Sunday 21st of June 2026 05:25:57 AM
    ∝1=0 deg
    b=0 in     ∝=0 deg
    β=0 deg     h=0 in
    Aseg=0 in2     Afp=0 in2 ACI-349 Apx-B Anchor Bolts Embedments
    Ap=0 in2     Fu=0 kips ACI-349 Apx-B Anchor Bolts Embedments