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Standard Method for Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading
Automaticky preložený názov:
Štandardná metóda na meranie relatívneho odporu steny, podlahu a strešné konštrukcie proti nárazu
NORMA vydaná dňa 1.4.2009
Označenie normy: ASTM E695-03(2009)
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.4.2009
Kód tovaru: NS-47690
Počet strán: 5
Približná hmotnosť: 15 g (0.03 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
floor systems, impact loading, roof systems, wall systems, Floor construction, Impact resistance, Loading tests--building constructions/materials, Roofing materials/applications, Wall construction, ICS Number Code 91.060.01 (Elements of buildings in general)
Significance and Use | ||||||||||||
The procedures outlined will provide data that can be used to evaluate the relative performance of wall, floor, and roof constructions under conditions representative of those sustained in actual service when subjected to impact by a heavy blunt object. See Test Method E 661 for evaluation of floor and roof sheathing and Practice E 73 for evaluation of roof trusses. The method is intended to be applied to relatively light construction, including, but not limited to, wood floor and roof systems, partitions framed with wood or steel studs, steel floor or roof decking systems, steel siding and wall panels, or thin concrete and masonry walls or slabs and similar assemblies. |
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1. Scope | ||||||||||||
1.1 This test method covers the measurement of the relative resistance of wall, floor, and roof construction to impact loading. The test is not applicable to doors. 1.2 The values stated in SI units are to be regarded as the standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. |
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2. Referenced Documents | ||||||||||||
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