• 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

2107.2.4 ACI 530/ASCE 5/TMS 402, Maximum Bar Size

NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.4 ACI 530/ASCE 5/TMS 402, Maximum Bar Size
JUMP TO FULL CODE CHAPTER
The bar diameter shall not exceed one-eighth of the nominal wall thickness and shall not exceed one-quarter of the least dimension of the cell, course or collar joint in which it is placed.

Related Code Sections


2107.2.4 Masonry, ACI 530/ASCE 5/TMS 402, Maximum Bar Size
The bar diameter shall not exceed one-eighth of the nominal wall thickness and shall not exceed one-quarter of the least dimension of the cell ...
NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.4 ACI 530/ASCE 5/TMS 402, Maximum Bar Size
2107.5 Masonry, TMS 402/ACI 530/ASCE 5, Section 2.3.6, Maximum Bar Size
Add the following to Chapter 2: 2.3.6 Maximum bar size. The bar diameter shall not exceed one-eighth of the nominal wall thickness and shall ...
NYC Building Code 2014 > 21 Masonry > 2107 Allowable Stress Design > 2107.5 TMS 402/ACI 530/ASCE 5, Section 2.3.6, Maximum Bar Size
2106.1.1 Masonry, Basic Seismic-Force-Resisting System
Ordinary plain prestressed masonry shear walls shall comply with the requirements of Chapter 4 of ACI 530/ASCE 5/TMS 402 ...
NYC Building Code 2008 > 21 Masonry > 2106 Seismic Design > 2106.1 Seismic Design Requirements for Masonry > 2106.1.1 Basic Seismic-Force-Resisting System
2107.2.5 Masonry, ACI 530/ASCE 5/TMS 402, Splices for Large Bars
Reinforcing bars larger than No. 9 in size shall be spliced using mechanical connectors in accordance with ACI 530/ASCE 5/TMS 402, Section 2.1.10.6.3 ...
NYC Building Code 2008 > 21 Masonry > 2107 Working Stress Design > 2107.2 Modifications to ACI 530/ASCE 5/TMS 402 > 2107.2.5 ACI 530/ASCE 5/TMS 402, Splices for Large Bars
Section 2106 Masonry, Seismic Design
Masonry structures and components shall comply with the requirements in Section 1.13.2.2 of ACI 530/ASCE 5/TMS 402 and Section 1.13.3, 1.13.4, 1.13.5 ...
NYC Building Code 2008 > 21 Masonry > 2106 Seismic Design
Help Contact Us Privacy Terms
Code Compare
Code Compare
Highlight differences between any two building codes.
Code diagrams
Code diagrams
Unpack the code through illustrations and descriptions.
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.
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
UpCodes Premium
Leverage the full code compliance platform.
START 2 WEEK FREE TRIAL LEARN MORE