Concrete Anchor in Tension and Shear Near an Edge ACI 318-02 Calculator
Concrete Anchor Tension Pullout Force Design Calculator per ACI 318-02.
Concrete Pad Layout Drawing Plan View
Section and Edge View Concrete Stud
1. Ronald Cook, "Strength Design of Anchorage to Concrete," PCA, 1999
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)