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Guardrail loads and portable platform design

Summary An engineer asked OSHA for additional guidance on handrails and guardrails on portable platforms. OSHA pointed to a National Bureau of Standards report and gave load and stability criteria for the platforms described. The letter says it supersedes prior correspondence on the subject; OSHA now archives it as potentially outdated.
Document
Federal opinion letter
Agency
Occupational Safety and Health Administration (OSHA)
Document number
1990-03-15
Date issued
March 15, 1990
Status
Archived by the agency
OSHA archives this letter and says it may no longer represent OSHA policy; the letter also says it supersedes earlier correspondence on the subject.
Status last verified October 9, 2026

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OSHA archives this letter and says it may no longer represent OSHA policy; the letter also says it supersedes earlier correspondence on the subject. It may no longer reflect the agency's current position. Treat this page as historical context, not current guidance, and verify current law before relying on anything here.
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NOTICE: This is an OSHA Archive Document, and may no longer represent OSHA Policy. It is presented here as historical content, for research and review purposes only.

March 15, 1990

Mr. Timothy F. Boland
Senior Group Stress Engineer
Martin Marietta Corporation
[Recipient address omitted]
Dear Mr. Boland:

This is in response to your letter of October 9, 1989 concerning information relative to handrails (guardrails) provided by the Occupational Safety and Health Administration (OSHA) offices at Denver and San Francisco. This response supersedes previous correspondence regarding this subject. Please excuse the delay in response.

As you are aware, the design and construction of guardrailings and handrails requires that an acceptable margin of safety be provided by the completed assembly. In 1976, OSHA requested assistance from the National Bureau of standard (NBS) concerning guardrails. NBS produced a detail EO report addressing the subject. A copy of that report, NBS1R 76-1131, is enclosed.

In response to your several questions not covered by the NBS report, we provide the following:

  1. Portable platforms shall be designed and constructed to meet or exceed the applicable industry consensus standard, such as but not limited to, ANSI A92.3. Generally, the platform structure shall provide for a safety factor of 3 times the rated loading relative to the yield strength of the materials of construction, but shall provide no less than a factor of safety of 4 times the ultimate strength of the materials of construction.

  2. The platform structure shall react to and support at least 3 times the guardrail loads without permanent deformation of the platform components.

  3. Stability required of the platform shall meet or exceed the specific stability requirements of the applicable industry consensus standard. In lieu of any applicable industry consensus standard the basic platform shall provide for a stability of 4 relative to an overturning moment resulting from a live load placed upon it.

If we may be of further assistance, please contact us.

Sincerely,

Patricia K. Clark Director Designate Directorate of Compliance Programs

Enclosures

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