Strength criteria for guardrails and stairways
Apply this to your situation
This page explains the general guidance. Ask about your specific situation and see what current federal labor law says, with citations.
NOTICE: This is an OSHA Archive Document, and may no longer represent OSHA Policy. It is presented here as historical content, for research and review purposes only.
November 2, 1984
Hubert L. Moore, P.E.
[Recipient address omitted]
Dear Mr. Moore:
This is in response to your letter of October 11, 1984, concerning the strength criteria for guardrail and stairway systems. This also confirms your telephone conversation on October 18, 1984 with a member of my staff, Mr. Simms.
29 CFR 1926.500(f)(iv) requires that the anchoring of posts and framing of members for railings of all types shall be of such construction that the completed structure shall be capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail, with a minimum of deflection.
Based on the information you provided in your letter it appears that you must use a pipe greater than 1-1/4" to comply with the above mentioned minimum design criteria.
If I may be of further assistance, please let me know.
Sincerely,
John B. Miles, Jr., Director
Directorate of Field Operations
What does federal law require in your situation?
Ezel checks current federal labor law against your facts and answers with citations.
Opens in Ezel Pro.
- Checks the law as it stands today, not only this page
- Cites every source it relies on, so you can verify it
- Chat, drafting and research in one workspace