SettingsSettings for this calculationUS
The GSA performance condition already established for this glazing assembly by independent ASTM F1642 testing.
Find this value on the manufacturer's published test report or GSA-approved product listing — this tool does not derive it from geometry or pressure loads.
The minimum GSA performance condition the project's blast design criteria call for.
This comes from the project's threat/hazard assessment, typically set by a blast consultant or the governing security design criteria.
Achieved GSA performance condition
2 GSA Condition
The glazing's published performance condition is at or above the project's requirement on the GSA/ASTM F1642 scale. Being on the right side of that comparison is not a blast design: this compares two published, independently-tested ratings and computes no blast pressure, impulse load or dynamic rebound response of its own. That work is done in SDOF or finite-element software per UFC 3-340-02 and ASTM F2248, by a qualified blast engineer.
- Required condition
- 3 GSA Condition
They open the calculator with your figures already in it
Blast-Resistant Fenestration Rating Checker: 2 GSA Condition — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Show calculation logicHide calculation logic
How this was calculated
Formula source(s)
- Full blast-resistant glazing design (dynamic rebound, pressure-impulse response) requires specialized SDOF/finite-element software (WINGARD, HazL) per UFC 3-340-02/ASTM F2248 — it cannot be reduced to a simple formula. This tool instead compares a glazing's already-published ASTM F1642/GSA hazard rating against the project's required performance condition, both on the standard GSA scale where a LOWER number is better (1 = best/no hazard, 5 = worst)
Inputs used
- Glazing's Published GSA Performance Condition (1=best, 5=worst)
- 2
- Project's Required GSA Performance Condition
- 3
Intermediate steps
- Required condition
- 3 GSA Condition
Confidence note: The glazing's published performance condition is at or above the project's requirement on the GSA/ASTM F1642 scale. Being on the right side of that comparison is not a blast design: this compares two published, independently-tested ratings and computes no blast pressure, impulse load or dynamic rebound response of its own. That work is done in SDOF or finite-element software per UFC 3-340-02 and ASTM F2248, by a qualified blast engineer.
What this calculation does not cover
- A performance condition is inseparable from the blast it was earned against. ASTM F1642 ratings come out of a shock tube or an arena test at a stated peak pressure and impulse, standing in for a particular charge at a particular standoff, so the same glass at half that standoff is a different result. Matching condition numbers without matching the pressure and impulse behind them is not a comparison.
- The rating belongs to the tested assembly, not to the glass. The frame, the bite into it, the structural silicone or gasket, and the anchors back into the structure were all part of the specimen — swap any of them and the certificate no longer applies. Laminated glass that holds together in a frame that tears out of the wall puts the whole panel into the room.
- The scale is written in terms of where fragments land, measured against a witness panel a set distance behind the opening. That makes one condition mean different things in different rooms: the rating that is comfortable across a deep lobby is a different proposition in a narrow corridor, or anywhere a desk sits hard against the glass line.
Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.
Sources checked 2026-09-06 · in the site-wide review of 2026-09-06 · v1.0.1
Regulatory standards & verification citations1
- Full blast-resistant glazing design (dynamic rebound, pressure-impulse response) requires specialized SDOF/finite-element software (WINGARD, HazL) per UFC 3-340-02/ASTM F2248 — it cannot be reduced to a simple formula. This tool instead compares a glazing's already-published ASTM F1642/GSA hazard rating against the project's required performance condition, both on the standard GSA scale where a LOWER number is better (1 = best/no hazard, 5 = worst)
Which documents these citations point at
Standards referenced: ASTM F2248, ASTM F1642 (ASTM International, United States).
Cite this page
Your workspace
Most jobs need more than one number. Add the calculators you need next and they open right here, underneath this one — your figures stay on screen and nothing is lost to a page change.