{
    "identifier": "ark:\/88434\/mds2-2484",
    "accessLevel": "public",
    "contactPoint": {
        "hasEmail": "mailto:[email protected]",
        "fn": "Selvarajah Ramesh"
    },
    "programCode": [
        "006:045"
    ],
    "landingPage": "https:\/\/data.nist.gov\/od\/id\/mds2-2484",
    "title": "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.",
    "language": [
        "en"
    ],
    "distribution": [
        {
            "downloadURL": "https:\/\/data.nist.gov\/od\/ds\/mds2-2484\/NFRL_CompositeFloorTest_No1.zip.sha256",
            "mediaType": "text\/plain",
            "title": "SHA256 File for NFRL Composite Floor Test Phase 2 Test #1"
        },
        {
            "downloadURL": "https:\/\/data.nist.gov\/od\/ds\/mds2-2484\/NFRL_CompositeFloorTest_No1.zip",
            "description": "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.",
            "mediaType": "application\/x-zip-compressed",
            "title": "NFRL Composite Floor Test Phase 2 Test #1"
        },
        {
            "accessURL": "https:\/\/doi.org\/10.18434\/mds2-2484",
            "title": "DOI Access for Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for U.S. Prescriptive Approach with a 2-Hour Fire-Resistance Rating (Test #1)"
        }
    ],
    "bureauCode": [
        "006:55"
    ],
    "modified": "2021-10-04 00:00:00",
    "publisher": {
        "@type": "org:Organization",
        "name": "National Institute of Standards and Technology"
    },
    "theme": [
        "Fire:Structural fire resistance"
    ],
    "keyword": [
        "fire",
        "composite floor",
        "steel beam",
        "shear connection",
        "steel building",
        "fire resistance",
        "passive fire protection"
    ]
}