Overview
ISO 834-6:2000 - Fire‑resistance tests - Elements of building construction - Part 6: Specific requirements for beams defines the procedures and practical requirements for determining the fire resistance of beams tested on their own. It complements the general requirements in ISO 834-1 and provides targeted guidance for horizontally oriented structural members (beams, joists, girders), including typical furnace exposure patterns (underside and two vertical sides), specimen preparation, loading and instrumentation, and how results may be applied to real construction.
Key topics and technical requirements
- Scope of exposure: Beams are normally heated on the underside and two vertical sides; four‑sided or other exposures require appropriate conditions. Beams integrated into floor assemblies are tested with the floor per ISO 834‑5 and evaluated for integrity and insulation.
- Test equipment: Furnace, loading equipment, restraint/support frames and instrumentation as specified in ISO 834‑1.
- Loading and failure modes: Loads are calculated per ISO 834‑1 (subclause 6.3 a–c) in consultation with the sponsor so the test reproduces the expected in‑service conditions and decisive failure mode (bending, shear, bond, anchorage).
- Loading arrangements: Uniform or point loading; four‑point loading points typically at 1/8, 3/8, 5/8 and 7/8 of the span. Distribution plates transferring load shall be no wider than 100 mm. Loading must allow free air movement above the top surface and compensate for specimen deformation.
- Specimen size and span: Minimum exposed length is 4 m (Lexp ≥ 4 m) for typical tests; span and overall specimen lengths have controlled maximum end additions. Special rules apply for restrained beams (overall length adjusted so at least 4 m is in positive bending).
- Specimen preparation: Options include representative floor slab or a standardized non‑composite topping (aerated concrete slabs, density ~650 ±200 kg/m³, thickness at least 150 ±25 mm) to avoid unintended composite action.
- Conditioning & instrumentation: Specimens should reflect in‑service strength and moisture state; thermocouples, deformation measurement and furnace plate thermometers are required. Annex A gives general guidance; Annex B addresses direct application of results.
- Extended application: Applying results to untested forms requires a direct field-of-application match or an extended application analysis per ISO/TR 12470 by qualified experts.
Applications and users
Who uses ISO 834‑6:
- Structural and fire safety engineers performing fire resistance assessments of beams
- Independent test laboratories and certification bodies conducting standardized beam fire tests
- Manufacturers of structural elements and fire protection systems validating product performance
- Building code authorities and consultants using test data for compliance and performance‑based design
Practical uses:
- Verifying fire resistance ratings for beams in design and product certification
- Informing selection and design of passive fire protection for structural members
- Supporting performance‑based fire engineering and regulatory compliance
Related standards
- ISO 834‑1:1999 - General requirements for fire‑resistance tests
- ISO 834‑5 - Specific requirements for loadbearing horizontal separating elements (floor assemblies)
- ISO/TR 12470 - Guidance on application and extension of test results
- ISO/IEC 13943 - Fire safety vocabulary
Keywords: ISO 834-6:2000, fire-resistance tests, beams, fire test method, structural fire protection, furnace testing, beam fire resistance.
Open preview (PDF)Fire-resistance tests — Elements of building construction — Part 6: Specific requirements for beams
