• 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

1916.3.1.3 Connection Forces

NYC Building Code 2014 > 19 Concrete > 1916 Structural Integrity Requirements > 1916.3 Precast Concrete General > 1916.3.1 Continuity and Ties > 1916.3.1.3 Connection Forces
JUMP TO FULL CODE CHAPTER
For design of the connections, the transverse shear force and the axial tensile force need not be considered to act simultaneously.

Related Code Sections


1916.3.1.3 Concrete, Connection Forces
For design of the connections, the transverse shear force and the axial tensile force need not be considered to act simultaneously ...
NYC Building Code 2014 > 19 Concrete > 1916 Structural Integrity Requirements > 1916.3 Precast Concrete General > 1916.3.1 Continuity and Ties > 1916.3.1.3 Connection Forces
1917.3.1.3 Concrete, Connection Forces
For design of the connections, the transverse shear force and the axial tensile force need not be considered to act simultaneously ...
NYC Building Code 2008 > 19 Concrete > 1917 Structural Integrity Requirements > 1917.3 Precast Concrete General > 1917.3.1 Continuity and Ties > 1917.3.1.3 Connection Forces
2206.2 Steel, Design
loads; End moments; and Connection forces. Special considerations including: Profiles for nonstandard joist and joist girder ...
NYC Building Code 2014 > 22 Steel > 2206 Steel Joists > 2206.2 Design
1620.4.1 Structural Design, Plan or Vertical Irregularities
of Type 4 in Table 1616.5.1.2, the design forces determined from Section 1617.5 shall be increased 25 percent for connections of diaphragms ...
NYC Building Code 2008 > 16 Structural Design > 1620 Earthquake Loads — Design, Detailing Requirements and Structural Component Load Effects > 1620.4 Seismic Design Category D > 1620.4.1 Plan or Vertical Irregularities
2212.2 Steel, Continuity and Ties
, the shear force and the axial tensile force need not be considered to act simultaneously. For the purpose of this provision, a connection shall ...
NYC Building Code 2014 > 22 Steel > 2212 Structural Integrity Requirements > 2212.2 Continuity and Ties
Help Contact Us Privacy Terms
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.
View thousands of relevant UL Certified products and assemblies that help achieve code compliance
View thousands of relevant UL Certified products and assemblies that help achieve code compliance
Access to UL product and system certification information.
Shared projects
Shared projects
Projects provide a dedicated space to collaborate on code research.
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
Code Calculators
Code Calculators
Code calculators automatically generate a detailed list of requirements.
Search
Search
Don't miss relevant code. Quickly locate sections across your jurisdiction.
UpCodes Premium
Leverage the most sophisticated code compliance platform.
TRY FREE FOR TWO WEEKS VISIT PRICING
Join the waitlist
We are looking to gauge the level of interest in linking UL product and system certification information alongside related code sections.

Let us know your email and we’ll ping you once it’s ready! Learn more.

Thank you for your interest!

If you’re open to it, we would love to jump on the phone to make sure we’re building this in the best way possible for your workflow. Any insight or advice would be greatly appreciated. We’ve sent you an email with a calendar link to book at time with us.


Cancel
Get Early Access
UpCodes Premium
Leverage the full code compliance platform.
START 2 WEEK FREE TRIAL LEARN MORE