• Codes
  • Features

    Features Overview

    Go to features
    Reference

    Reference.

    A reliable and up-to-date source of codes.
    Research

    Research.

    Rapidly and efficiently calculate project parameters.
    Collaboration

    Collaboration.

    Get everyone on the same page and streamline code research.
    Workflows
    Architects General Contractor Building Official & Plans Examiner Inspectors Owner Subcontractors Code Consultants
  • Pricing
  • Login
  • Sign Up
Sign Up
Login
  • Code Library
  • Features
  • Pricing
  • About
  • Careers
  • Help
  • Contact
  • Terms
  • Privacy
Sign Up
Upgrade to Premium
Code calculators: Code Calculators automatically generates a detailed list of requirements.
REFERENCE
Amendment Styling
Industry-leading search
Suggested code sections
Code diagrams
RESEARCH
Code calculators
Filter by topic
Code compare
Code sheet exports
COLLABORATION
Team projects
Bookmarks
Comments
START 2 WEEK FREE TRIAL
Have an account? Sign in
// CODE SNIPPET

1616A.1.23 ASCE 7 Tables 13.5-1 and 13.6-1

Los Angeles Building Code > 16A Structural Design > 1616A Modifications to ASCE 7 > 1616A.1 General > 1616A.1.23 ASCE 7 Tables 13.5-1 and 13.6-1
JUMP TO FULL CODE CHAPTER

Modify ASCE 7, Tables 13.5-1 & 13.6-1 by the following:

  1. For components with Rp greater than 1.5, over-strength factor (Ω0) for design of anchorage to concrete and vibration isolators along with associated snubbers/connections shall be 2.0.
  2. For Exterior Nonstructural Wall Elements and Connections, overstrength factor (Ω0) shall be 1.0.

Related Code Sections


1616A.1.23 Structural Design, ASCE 7 Tables 13.5-1 and 13.6-1
Modify ASCE 7, Tables 13.5-1 & 13.6-1 by the following: For components with R p greater than 1.5, over-strength factor (Ω 0 ) for design ...
Los Angeles Building Code > 16A Structural Design > 1616A Modifications to ASCE 7 > 1616A.1 General > 1616A.1.23 ASCE 7 Tables 13.5-1 and 13.6-1
1613.1.1 Structural Design, Scope
[SL] For applications listed in Section 1.12 regulated by the State Librarian, only the provisions of ASCE 7 Tables 13.5-1 and 1607.1, as amended ...
Los Angeles Building Code > 16 Structural Design > 1613 Earthquake Loads > 1613.1 Scope > 1613.1.1 Scope
1616.10.19 Structural Design, ASCE 7, Section 13.6.8.3
hangers are used, they shall be equipped with swivels, eye nuts or other devices to prevent bending in the rod. Piping having an R p in Table 13.6-1 ...
Los Angeles Building Code > 16 Structural Design > 1616 Additional Requirements for Community Colleges [DSA-SS/CC] > 1616.10 Modifications to ASCE 7 > 1616.10.19 ASCE 7, Section 13.6.8.3
1616.10 Structural Design, Modifications to ASCE 7
Modify ASCE 7 Table 12.2-1 as follows: BEARING WALL SYSTEMS ...
Los Angeles Building Code > 16 Structural Design > 1616 Additional Requirements for Community Colleges [DSA-SS/CC] > 1616.10 Modifications to ASCE 7
1613.1 Structural Design, Scope
applications listed in Section 1.12 regulated by the State Librarian, only the provisions of ASCE 7 Tables 13.5-1 and 1607.1, as amended, of this code shall ...
Los Angeles Building Code > 16 Structural Design > 1613 Earthquake Loads > 1613.1 Scope
Help Contact Us Privacy Terms
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
Code Calculators
Code Calculators
Code calculators automatically generate a detailed list of requirements.
Shared projects
Shared projects
Projects provide a dedicated space to collaborate on code research.
Code sheet exports
Code sheet exports
Generate a code sheet that integrates with your drawing set.
Search
Search
Don't miss relevant code. Quickly locate sections across your jurisdiction.
Code Compare
Code Compare
Highlight differences between any two building codes.
UpCodes Premium
Leverage the most sophisticated code compliance platform.
TRY FREE FOR TWO WEEKS VISIT PRICING
UpCodes Premium
Leverage the full code compliance platform.
START 2 WEEK FREE TRIAL LEARN MORE