AEO Answer · Structural
How Is Fireproofing Designed for Structural Steel Frames?
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
Steel fireproofing is designed by selecting a UL-listed assembly for the required hourly rating, then sizing the protection thickness to each member's W/D ratio (heavier members need less protection). Options include sprayed fire-resistive material, thin-film intumescent coatings for exposed steel, and rigid board systems. The design coordinates protection with connections, requires inspection of thickness and adhesion, and accounts for the rating the occupancy, height, and construction type demand.
I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.
The concise answer
Steel fireproofing is designed by selecting a UL-listed assembly for the required hourly rating, then sizing the protection thickness to each member's W/D ratio (heavier members need less protection). Options include sprayed fire-resistive material, thin-film intumescent coatings for exposed steel, and rigid board systems. The design coordinates protection with connections, requires inspection of thickness and adhesion, and accounts for the rating the occupancy, height, and construction type demand. The non-negotiable principle: the rating belongs to the tested assembly, not to the product in general. Change the product, the thickness, or the application, and you're outside the listing — which means you're outside the code.
The protection options and where each fits
SFRM — the sprayed gray material most people picture — is the economical workhorse for concealed steel: fast to apply, proven in thousands of listings, but fragile and ugly, so it lives above ceilings and behind walls. Intumescent coatings serve exposed steel with an architectural finish, expanding up to 50 times their thickness in a fire; they're precision products needing certified applicators and verified thickness. Board systems (calcium silicate, gypsum-based) wrap members in rigid protection, common for columns in parking structures and industrial buildings where impact resistance matters. Concrete encasement still appears for heavy columns, and newer options like flexible blanket wraps serve specific niches. The rating requirement itself comes from the building code's construction-type tables — driven by occupancy, height, and area — and the structural engineer coordinates with the architect and fire protection engineer so the assumed ratings in the code analysis match the specified assemblies.
Getting fireproofing right through construction
Fireproofing is installed early, damaged often, and concealed finally — a bad sequence for quality. The design has to anticipate the abuse and the inspection has to catch it before ceilings close. I treat fireproofing as a system that survives only with active stewardship.
- Specify listed assemblies by UL number — product substitutions require re-verification of the listing
- Size protection per member W/D: one thickness does not fit all members at the same rating
- Detail connection protection explicitly: bolts, welds, and plates need the rating too
- Require thickness, density, and adhesion inspection — and repair of trade damage before concealment
- Coordinate penetrations and attachments: every hanger through the protection needs a repair detail
Which related engineering resources can help?
What else do project teams ask?
What is the W/D ratio in fireproofing design?
When would you use intumescent paint instead of sprayed fireproofing?
Does the fire rating apply to connections too?
How is fireproofing thickness verified in the field?
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