Concrete Anchor in Tension and Shear Near an Edge ACI 318-02 Calculator

Beam Deflection and Stress Formula and Calculators
Engineering Calculators
Civil Engineering Design Resources

Concrete Anchor Tension Pullout Force Design Calculator per ACI 318-02.

Concrete Pad Layout Drawing Plan View

Section and Edge View Concrete Stud

Technical Reference:

1. Ronald Cook, "Strength Design of Anchorage to Concrete," PCA, 1999

Note:

For seismic Design Category C, D, E or F, the design strength of anchors shall be taken as 0.75 f N n & 0.75 f V n (ACI318-02 D3.3.3, IBC 1913.3.3)