My current design requires using appendix D in the ACI 318 code. I'm having problems with the units in equation D-7 and concrete pryout strength for anchors in shear. Am I missing something in this equation?
As always, f'c should be in psi. If you are using some computing tool with dimensional inputs, normalize the units in the square root and under the power to have units of psi and in^2 after the operations.