Multiply the product of the tensile strength and the cross-sectional area by 0.56, a coefficient which differentiates shear capacity from tensile capacity. In our example, multiplying 314.16 pounds by 0.56 gives 175.93 pounds. This number is the tensile capacity of the U-bolt. Things Needed Paper...
Seen this way, you simply have an end of beam, with maybe the particularity of that you want some check in shear-friction of the steel bars passing the interface. For the shear friction check you can use all the steel capacity not consumed by extant tensile action according to your notiona...
A total of 36 static and 576 dynamic tests are carried out, which examine the influence of bolt diameter, steel yield and ultimate strength, dynamic load velocity and dynamic load mass on the displacement, shear force and energy absorption capacity of cable bolts. As bolt diameter and steel ...