AISC Tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is for Tensile rupture. Table 9-3b is for Shear yielding and 9-3c is for Shear rupture.
How to estimate the effective Area for a Built-Up Section? A solved problem 3-19 is used to explain how to find the effective area for a built up section.
Solved problem 3-8-1 for staggered Bolts. the solved problem for the estimation of the net area for the different routes under tension force and how to modify these values due to load transfer.