• Codes
  • Features
  • Pricing
  • Login
  • Sign Up
Sign Up
Login
  • Code Library
  • Features
  • Pricing
  • About
  • Careers
  • Contact
  • Terms
  • Privacy
Sign Up
Upgrade to premium.
Simplify code analysis.


START 2 WEEK FREE TRIAL LEARN ABOUT PREMIUM
// 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.

Share URL

Copy and paste the link below into emails, chats or browsers.

Copy

You can also copy or bookmark the link from your browser's address bar.
Share URL

Copy and paste the link below into emails, chats or browsers.

Copy

You can also copy or bookmark the link from your browser's address bar.


Copy Section Text

Copy with citation
P Premium Feature

This feature is included in premium subscriptions only. Click below to start a free trial.

Start Free Trial

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 2016 > 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 2019 > 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
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
1705.14.4.6 Special Inspections and Tests, Beams and girders
At beams and girders thickness measurements shall be made at nine locations around the beam or girder at each end of a 12-inch (305 mm) length ...
California Building Code 2019 (Vol 1 & 2) > 17 Special Inspections and Tests > 1705 Required Special Inspections and Tests > 1705.14 Sprayed fire-resistant materials > 1705.14.4 Thickness > 1705.14.4.6 Beams and girders
Calculate Code Requirements

Code Calculators automatically generate a detailed list of requirements.

Upgrade to premium to access these features.


LEARN MORE
About UpCodes

UpCodes provides an intuitive resource to navigate building regulations.

Codes are organized by jurisdiction to help you understand which regulations apply to your project.


Find Your Codes
Contact Us Privacy Terms