29 CFR 1926 · Construction · Subpart R

1926.755: Anchoring and Bracing Steel Columns

By Black Belt Safety Editorial Team Official text as of October 15, 2026 Data updated November 6, 2026 3 min read

In plain words:

Steel erectors must anchor every column with at least 4 anchor rods, designed with the base weld and foundation to resist a 300-pound eccentric load 18 inches from the outer face of the column in each direction at the top. Columns must sit on adequate level bases, a competent person must decide if guying or bracing is needed, and anchor rods may not be repaired, replaced or field-modified without the structural engineer of record's approval.

Key takeaways

  • 1926.755 is part of OSHA's construction standards (29 CFR Part 1926, Subpart R).
  • OSHA cited it 10 times in the last 3 years, in 7 inspections, with $382,280 in current penalties.
  • Most citations: VA (3), ME (3), MN (1).
  • Most-cited part: 1926.755(b) Repair, replacement or field modification of anchor rods (anchor bolts) (5 citations).
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10citations, 3 years
$382,280current penalties
7inspections
0linked injury cases
In this article
  1. What this rule covers
  2. Official text
  3. Where and how often it was cited
  4. Free toolbox talk
  5. OSHA interpretation letters
  6. Most-cited parts of this rule
  7. Get your crew competent
  8. Frequently asked questions
  9. About this page

What this rule covers

29 CFR 1926.755, "Column anchorage", is an OSHA construction standard (Part 1926, Subpart R). It has 8 numbered paragraphs. The official text below is copied word for word from the Electronic Code of Federal Regulations (eCFR). The numbers, injury cases and training on this page show how OSHA enforces it on real job sites.

Official text

Show the full text of 1926.755 (8 paragraphs)

(a) General requirements for erection stability. Open (a) 5 citations

(1) All columns shall be anchored by a minimum of 4 anchor rods (anchor bolts). Open (a)(1) 4 citations

(2) Each column anchor rod (anchor bolt) assembly, including the column-to-base plate weld and the column foundation, shall be designed to resist a minimum eccentric gravity load of 300 pounds (136.2 kg) located 18 inches (.46m) from the extreme outer face of the column in each direction at the top of the column shaft. Open (a)(2)

(3) Columns shall be set on level finished floors, pre-grouted leveling plates, leveling nuts, or shim packs which are adequate to transfer the construction loads.

(4) All columns shall be evaluated by a competent person to determine whether guying or bracing is needed; if guying or bracing is needed, it shall be installed. 1 citations

(b) Repair, replacement or field modification of anchor rods (anchor bolts). Open (b) 5 citations

(1) Anchor rods (anchor bolts) shall not be repaired, replaced or field-modified without the approval of the project structural engineer of record. 3 citations

(2) Prior to the erection of a column, the controlling contractor shall provide written notification to the steel erector if there has been any repair, replacement or modification of the anchor rods (anchor bolts) of that column. Open (b)(2) 2 citations

Source: eCFR, text current as of 2026-10-15.

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Export the list: 7 inspections cited 1926.755 in the last 3 years, with employer, location, penalty and date.

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Where and how often it was cited

YearCitations
20243
20252
20265

Top states: VA (3), ME (3), MN (1), GA (1), NY (1)

Largest penalties

EmployerLocationPenalty for this rule
SAMET CORPORATIONVIRGINIA BEACH, VA$169,115
MABE STEEL, INC.VIRGINIA BEACH, VA$153,740
108431 - HAGE - CO INC DBA HAGE HOMESHUGO, MN$25,000
LEN POULIN, INC.BENTON, ME$17,874
A 1 IRON WORKS NY CORPMONROE, NY$11,585

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OSHA interpretation letters

None exist. OSHA has not published a letter of interpretation for 1926.755.

Most-cited parts of this rule

Get your crew competent

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Frequently asked questions

How many anchor rods does a steel column need?

A minimum of 4 anchor rods.

Can anchor bolts be cut or bent in the field?

Not without the approval of the project structural engineer of record.

Who decides if a column needs guying or bracing?

A competent person must evaluate all columns, and any needed guying or bracing must be installed.

About this page

Sources

3-year window. Federal OSHA only; state-plan rules are not counted. Plain-language text is a summary, not legal advice; the official text controls. Black Belt Safety is not part of OSHA or the Department of Labor.

Written and reviewed by

Black Belt Safety Editorial Team

Site Safety Officer and Safety Professional

OSHA 30 · CPR · USACE CQM

Written and reviewed by the Black Belt Safety team. Every post is checked against the OSHA standard or agency source it cites.

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