AISC 14TH EDITION TABLE 14 2 CODE
Flexural Yielding Strengthįlexural yielding of the beam is not considered as it's own code check. Specifically the topic on Connecting Elements Subject to Flexure (item #2), which can be found on page 9-8. This code check procedure is based on guidelines given in the AISC 14th Edition Manual. The equations used to calculate the critical buckling stress will be based on the lateral-torsional buckling limit state rather than web local buckling. However, the program calculations will take into account the more unusual case when both flanges are coped. Most of the time the beam will be coped only at the top flange. However, the critical buckling stress F cr from the Local Buckling Strength calculation is limited to a maximum value of F y. Specifically the topic on Connecting Elements Subject to Flexure (item #1), which can be found on page 9-7. These code check procedure is based on guidelines given in the AISC 14th Edition Manual.
AISC 14TH EDITION TABLE 14 2 MANUAL
It is also explicitly outlines in the AISC 13th Edition Manual on page 9-6. Specifically the topic on Connecting Elements Subject to Flexure, which can be found on page 9-6.