Chapter 1 — BUILDING AND FIRE1›Article 2 — CALIFORNIA BUILDING CODE
Burbank Municipal Code § 18.7 California Building Code
Burbank Municipal Code · 2026-09 edition · updated 2026-10-01 · Burbank
Cite as: Burbank Municipal Code § 18.7 · Text as of 2026-10-01
18.7.5.8 - Where the calculated point of contraflexure is not within the middle half of…¶
18.7.5.9 – At any section where the design strength, ?Pn, of the column is less than…¶
the column above the level under consideration, transverse reinforcement as specified in ACI 318 Sections 18.7.5.1 through 18.7.5.3 shall be provided. For beams framing into opposite sides of the column, the moment components are permitted to be assumed to be of opposite sign. For the determination of the design strength, ?Pn, of the column, these moments are permitted to be assumed to result from the deformation of the frame in any one principal axis.
[Added by Ord. No. 25-4,034, eff. 1/1/26.]
9-1-2-1905.9: ACI 318, SECTION 18.10.4:
The following section is added to Chapter 19, Part 2 of the CBC:
1905.9 ACI 318, Section 18.10.4. Modify ACI 318, Section 18.10.4, by adding subsection 18.10.4.7 to read as follows:
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