The values themselves are the , but this is a derived value . The table actually calculates the total group strength and then back-divides by the number of bolts to give a per-bolt equivalent.
Table 7-1 incorporates a (or its equivalent) that represents the ratio of the eccentric strength to the concentric strength. In earlier AISC manuals (9th Edition ASD), you would look up C and multiply by bolt capacity. In the modern LRFD manual, Table 7-1 bakes C into the final kip value. table 7-1 of the aisc steel construction manual
Before diving into the table, we must understand the problem it solves. Most introductory steel courses teach bolt design using concentric shear : a load applied through the center of gravity (CG) of a bolt group. In this ideal scenario, each bolt carries an equal share of the load. The values themselves are the , but this is a derived value