Table 7-1 Of The Aisc Steel Construction Manual !!hot!! Jun 2026

Found in Chapter 7 of the AISC Manual (currently the 15th Edition, though the structure persists across editions), Table 7-1 provides the for a range of common geometric configurations.

Interaction equation = (100 kips / 150 kips) + (50 ft-kips / 75 ft-kips) = 0.67 + 0.67 = 1.34 > 0.85 (not satisfactory) table 7-1 of the aisc steel construction manual

Reality, however, is rarely ideal. In real-world structures, loads are often applied at an offset—an eccentricity . Consider a beam seated on a column with a bracket plate. The vertical reaction from the beam does not align with the CG of the bolts; it is offset by a distance x . This offset creates a ( M = P * e ) in addition to the direct shear. Found in Chapter 7 of the AISC Manual