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FOW-STR-045Critical
Blast Resistant Structure – Building 100
Blast Resistant Structure – Building 100: design, construction and commissioning within a defense energetics production facility.
Most Restrictive Requirement
UFC 3-340-02UFC 3-340-02 governs over Eurocode EN 1991-1-7 for accidental explosion loads.
Design Criteria
Illustrative values — confirm against the cited edition before design use.
Summary
- Discipline
- Structural
- Category
- Structural
- Risk Level
- Critical
- Approval Authority
- Army Explosives Safety Office
- Standards Applied
- 4 across 3 families
- Verified Links
- 1 of 4 approved
- Common Equipment
- Blast Resistant Door, Overhead Crane
Applicable Standards (4)
Structural
- UFCUFC 3-340-02governsDraftStructures to Resist the Effects of Accidental Explosions
- EurocodeEN 1998ReviewedDesign for Earthquake Resistance
- UFGSUFGS 05 12 00ReviewedStructural Steel
Explosives Safety
- UFCUFC 4-420-01ApprovedAmmunition and Explosives Storage Magazines
Governing Authorities
- LeadArmy Explosives Safety OfficeExplosives Safety Authority · Site plans, QD arcs, explosives safety submissions
- USACEConstruction Agent / Design Review · Design criteria compliance, DD1391, construction QA
Highest Risk Items
- Blast door failureHighEngineering controls, third-party verification and AHJ acceptance testing.
Known U.S. / European Conflicts (2)
UFC 3-340-02↔EN 1991-1-7· Accidental explosion loadsSignificant Difference
Fundamental differences; requires AHJ/NRTL review and likely redesign or re-certification.
UFC 3-310-04↔EN 1998· Seismic designPartial
Partial alignment; supplemental U.S. testing or documentation required.