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Standard fire endurance fire tests were conducted on two 8 foot high by 16 foot long assemblies, each consisting of double modular partition walls. In these tests, the applied loads represented the weight of modules supported by the walls, and other applicable design live loads. The partitions were of gypsum board on metal studs and simulated the juxtaposition of walls of two adjoining housing modules. As each of the parallel module walls was an independent load bearing member both were required to meet a specified fire endurance under the applied load. Failure times were noted for the fire exposed walls with C-type and tubular studs for increased strength, and for the outer walls.
Standard fire endurance fire tests were conducted on two 8 foot high by 16 foot long assemblies, each consisting of double modular partition walls. In these tests, the applied loads represented the weight of modules supported by the walls, and other applicable design live loads. The partitions were of gypsum board on metal studs and simulated the juxtaposition of walls of two adjoining housing modules. As each of the parallel module walls was an independent load bearing member both were required to meet a specified fire endurance under the applied load. Failure times were noted for the fire exposed walls with C-type and tubular studs for increased strength, and for the outer walls.
Fire Endurance Tests of Double Module Walls of Gypsum Board and Steel Studs
1973
33 pages
Report
Keine Angabe
Englisch
Materials Sciences , Building Standards & Codes , Walls , Fire tests , Gypsum , Wallboard , Studs(Structural members) , Residential buildings , Fire safety , Steel structures , Loads(Forces) , Time , Failure , Structural engineering , Gas flow , Temperature , Fire endurance tests , Breakthrough operation , Interdwelling walls , Double wall assemblies , Modular construction , Gypsum board , Steel framing
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