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20.08.094 20.08.094 Division V Chapter 22 - Amended In Its Entirety - Seismic Provisions For Structural Steel Buildings For Use With Allowable Stress Design: Division V Chapter 22 of the Cali- fornia Building Standards Code 2001 Edition (24 CCR), and including by reference the Uniform Building Code, is amended in its entirety to read as follows: SECTION 2212 -AMENDMENTS The AISC-Seismic adopted by this Division apply to the seismic design of structural steel members except as modified by this Section. The following terms that appear in AISC-Seismic shall be taken as indi- cated in the 1997 Uniform Building Code. AISC-Seismic Seismic Force Resisting System Design Earthquake Load Combinations Eqs. (4-1) and (4-2) LRFD Specification Section Eqs. (A4-1) through (A4-6) SoQE 1. Part I, Sec. 1. of the AISC Seis- mic Provisions is revised as fol- lows: 1. SCOPE These provisions are intended for the design and construction of structural steel members and connections in the Seismic Force Resisting Systems in buildings for which the design forces resulting from earthquake motions have been determined on the basis of various levels of energy dissipation 1997 Uniform Building Code Lateral Force Resisting System Design Basis Ground Motion Chapter 16 Eqs. (12-17) and (12-18) respectively Chapter 16 Eqs. (12-1) through (12-6) respectively Em in the inelastic range of response. These provisions shall apply to buildings in Seismic Zone 2 with an importance factor I greater than one, in Seismic Zone 3 and 4 or when required by the Engineer of Record. These provisions shall be applied in conjunction with, Chapter 22, Divi- sion II, hereinafter referred to as the LRFD Specification. All members and connections in the Lateral Force Resisting System shall have a design strength as provided in the LRFD (Pleasanton April 2003) 704-12