The figure shows a rectangular plate fixed to a gusset plate by means of a pin. The gusset plate is anchored to a column on the left. The axial load, P, on the plate is directed to the right. The hole on the plate for the pin is shown elongated. The bearing stress, sigma subscript b, in the elongated pin hole is distributed uniformly and directed to the left.

The true distribution of bearing stress in the axial member is somewhat complex; therefore, an approximate approach is used for design. The area of contact is taken as the product of the plate thickness t and the pin diameter d. The bearing stress is calculated from:

σb=Pt dpin