Analyzing A Non-Compact Beam Undergoing Elastic Lateral Torsional Buckling Per LRFD And ASD

Structural Steel Design of Beam Members - Example 5

A W14 x 99 simply supported beam with a span length of 50' is laterally supported at its ends and experiences the following loads:

DL = 500 lbs/ft

LL = 1000 lbs/ft

Fy = 50 ksi

Is the beam adequate for the given conditions per LRFD and ASD.