Data from Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for Influence of Slab Reinforcement (Test #1)

Description

The compartment fire test was conducted on the 9.1 m x 6.1 m steel-concrete composite floor, located in the south-central bay of the two-story steel gravity frame two bays by three bays in plan. The test floor assembly was designed and constructed to achieve a 2-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. The fire-exposed composite slab was reinforced with the steel wire mesh mat (60 mm2/m) equivalent to the minimum code-prescribed steel reinforcement for shrinkage and temperature crack control under normal conditions. The fire exposure condition was created using natural gas burners to mimic a standard temperature-time relationship in the upper layer of the test compartment. During fire exposure, the heated floor assembly was subjected to a mechanical load of 2.7 kPa, determined from the gravity load combination for extraordinary events as permitted by the applicable building code. This is the dataset from the first (Test #1) of four compartment fire tests conducted as part of the research project "Measurement of Structural Performance in Fire: Steel-Concrete Composite Floor Systems Subject to Fire Phase 2" under the National Institute of Standards and Technology (NIST) Engineering Laboratory's Fire Risk Reduction in Buildings Program.

Resources

Name Format Description Link
47 https://data.nist.gov/od/ds/mds2-2484/NFRL_CompositeFloorTest_No1.zip.sha256
0 https://doi.org/10.18434/mds2-2484
57 This is the dataset from the first (Test #1) of four compartment fire tests conducted as part of the project ?Measurement of Structural Performance in Fire: Steel-Concrete Composite Floor Systems Subject to Fire ? Phase 2? under the National Institute of Standards and Technology (NIST) Engineering Laboratory?s Fire Risk Reduction in Buildings Program. https://data.nist.gov/od/ds/mds2-2484/NFRL_CompositeFloorTest_No1.zip

Tags

  • passive-fire-protection
  • shear-connection
  • fire
  • steel-beam
  • fire-resistance
  • steel-building
  • composite-floor

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