Section 2401 references AISC 360 (American Institute of Steel Construction) for structural steel design. Steel members are designed using plastic hinge analysis and moment redistribution. Lateral-torsional buckling limits are checked for slender beams. Shear buckling resistance is verified for plate girders. Connection design accounts for bearing, friction, and tear-out modes of failure. Bolted connections use high-strength bolts torqued to specific values. Welded connections require qualified welders and inspection of welds. Fireproofing is applied to protect steel from temperature loss during fires, with concrete encasement, spray-applied fireproofing, or intumescent coatings.