Section 2202 — STRUCTURAL STEEL AND COMPOSITE STRUCTURAL STEEL AND CONCRETE
2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California
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2202.1 General. ¶
2202.1 General. The design, fabrication and erection of structural steel elements and composite structural steel and concrete elements in buildings, structures and portions thereof shall be in accordance with AISC 360. Exceptions : [OSHPD 1R, 2 & 5] 1. For members designed based on tension, the slenderness ratio (L/r) shall not exceed 300, except for the design of hangers and bracing in accordance with NFPA 13 and for rod hangers in tension. 2. For members designed based on compression, the slenderness ratio (KL/r) shall not exceed 200, except for the design of hangers and bracing in…
2202.2 Seismic design. ¶
2202.2 Seismic design. Where required, the seismic design, fabrication and erection of buildings, structures and portions thereof shall be in accordance with Section 2202.2.1 or 2202.2.2, as applicable. 2202.2.1 Structural steel seismic force-resisting systems and composite structural steel and concrete seismic force-resist- ing systems. The design, detailing, fabrication and erection of structural steel seismic force-resisting systems and composite structural steel and concrete seismic force-resisting systems shall be in accordance with the provisions of Section 2202.2.1.1 or 2202.2.1.2, as…
2202.3 Modifications to AISC 341. [OSHPD 1R, 2 & 5] ¶
2202.3 Modifications to AISC 341. [OSHPD 1R, 2 & 5] 2202.3.1 Section A4. Modify Section A4.1 Item (c) by adding the following: (c) Locations and dimensions of protected zones. The fabricator shall permanently mark protected zones of structural elements in the seismic force-resisting system in the building that are designated on the construction documents. If these markings are obscured during construction, such as after the application of fire protection, the owner’s designated representative shall re-mark the protected zones as they are designated on the construction documents. Primers or…
2202.4 Modifications to AISC 358. [OSHPD 1R, 2 & 5] ¶
2202.4 Modifications to AISC 358. [OSHPD 1R, 2 & 5] 2202.4.1 Modifications to AISC 358 Chapter 10. Steel and concrete ConXtech ConXL composite special moment frame connections shall be permitted, provided: a. Beams are provided with Reduced Beam Sections (RBS); 22-4 2025 CALIFORNIA BUILDING CODE on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. STEEL b. Web extension to beam web two-sided fillet welds are sized to develop expected strength of the beam web and shall not be less than a [1] / 4 inch fillet weld; and c. The built-up box column wall thickness shall not be less than 1.25 inches and the…