• 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

6.2.1 Link Beam Location

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.2 Eccentrically Braced Frames > 6.2.1 Link Beam Location
JUMP TO FULL CODE CHAPTER

The link beams are not connected to the columns.

The deficiency is in the ductility of the link beam-column connection. Report this condition and place the building in SPC 4.

Related Code Sections


6.2.1 Seismic Evaluation Procedures for Hospital Buildings, Link Beam Location
The link beams are not connected to the columns. The deficiency is in the ductility of the link beam-column connection. Report this condition ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.2 Eccentrically Braced Frames > 6.2.1 Link Beam Location
6.2.1 Seismic Evaluation Procedures for Hospital Buildings, Link Beam Location
The link beams are not connected to the columns. The deficiency is in the ductility of the link beam-column connection. Report this condition ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.2 Eccentrically Braced Frames > 6.2.1 Link Beam Location
2205A.4.1 Steel, Glossary
of the beam span and the centerline of the panel zone of the beam-column connection. For link-to-column connections in eccentrically braced frames ...
California Building Code 2016 (Vol 1 & 2) > 22A Steel > 2205A Structural Steel > 2205A.4 Modifications to AISC 341 > 2205A.4.1 Glossary
18.4.2 Earthquake-Resistant Structures, Beams
Beams shall have at least two continuous bars at both top and bottom faces. Continuous bottom bars shall have area not less than one-fourth ...
Building Code Requirements for Structural Concrete of California > 18 Earthquake-Resistant Structures > 18.4 Intermediate Moment Frames > 18.4.2 Beams
910.5.1.1 Fire Protection Systems, Fusible Links
Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted ...
California Fire Code 2016 > 9 Fire Protection Systems > 910 Smoke and Heat Removal > 910.5 Maintenance > 910.5.1 Smoke and Heat Vents > 910.5.1.1 Fusible Links
Help Contact Us Privacy Terms
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
Code Compare
Code Compare
Highlight differences between any two building codes.
Code sheet exports
Code sheet exports
Generate a code sheet that integrates with your drawing set.
Shared projects
Shared projects
Projects provide a dedicated space to collaborate on code research.
Search
Search
Don't miss relevant code. Quickly locate sections across your jurisdiction.
Code Calculators
Code Calculators
Code calculators automatically generate a detailed list of requirements.
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