Data provided by National Institute of Standards and Technology
Twenty-two 2.7 m by 3.7 m shear wall specimens consisting of 150 mm wide CFS framing were tested. All walls were designed to achieve a 1-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. Heating was applied to the side of the wall opposite to the side where the shear-resisting elements are located; it is assumed that the shear-resisting elements line an egress corridor and the fire occurs in a room adjacent to the corridor. The walls are designed using Allowable Stress Design nominally following American Iron and Steel Institute (AISI) standards S400-15/S1-16 and AISI S100-16.
About this Dataset
Updated: 2024-02-22
Metadata Last Updated:
2019-03-20 00:00:00
Date Created:
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| Title | Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2 |
|---|---|
| Description | Twenty-two 2.7 m by 3.7 m shear wall specimens consisting of 150 mm wide CFS framing were tested. All walls were designed to achieve a 1-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. Heating was applied to the side of the wall opposite to the side where the shear-resisting elements are located; it is assumed that the shear-resisting elements line an egress corridor and the fire occurs in a room adjacent to the corridor. The walls are designed using Allowable Stress Design nominally following American Iron and Steel Institute (AISI) standards S400-15/S1-16 and AISI S100-16. |
| Modified | 2019-03-20 00:00:00 |
| Publisher Name | National Institute of Standards and Technology |
| Contact | mailto:[email protected] |
| Keywords | fire , shear wall , cold-formed steel , earthquake , NFRL , oriented strand board , strap braced , steel sheathed |
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"title": "Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2",
"description": "Twenty-two 2.7 m by 3.7 m shear wall specimens consisting of 150 mm wide CFS framing were tested. All walls were designed to achieve a 1-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. Heating was applied to the side of the wall opposite to the side where the shear-resisting elements are located; it is assumed that the shear-resisting elements line an egress corridor and the fire occurs in a room adjacent to the corridor. The walls are designed using Allowable Stress Design nominally following American Iron and Steel Institute (AISI) standards S400-15\/S1-16 and AISI S100-16.",
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"accessURL": "https:\/\/doi.org\/10.18434\/M32041",
"title": "DOI Access to Dataset from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2"
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