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Standard Test Method for Structural Performance of Exterior Dimension Stone Cladding Systems by Uniform Static Air Pressure Difference
STANDARD published on 1.1.1996
Designation standards: ASTM C1201-91(1996)
Note: WITHDRAWN
Publication date standards: 1.1.1996
SKU: NS-10010
The number of pages: 3
Approximate weight : 9 g (0.02 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
Air pressure testing-building constructions/materials, Cladding, Deflection, Dimension stone, Exterior dimension stone cladding systems, Performance, Pressure testing-rock, Stone-dimension, Structural analysis-dimension stone, Uniform air pressure difference, Wind loading, structural performance of exterior dimension stone cladding systems, by, uniform static air pressure difference, test
1. Scope | ||||
1.1 This test method covers the determination of the structural performance of dimension stone cladding systems under positive and negative uniform static air pressure differences, using a test chamber. 1.2 The proper use of this test method requires a knowledge of the principles of pressure and deflection measurement. 1.3 This test method describes the apparatus and the procedure to be used for applying either specific test loads or unknown ultimate values of uniformity distributed test loads to a specimen. 1.3.1 Procedure A (see 11.2) shall be used when deflections at maximum load only are required. 1.3.2 Procedure B (see 11.3) shall be used when a load-deflection curve is required. 1.4 The values stated in inch-pound units are to be regarded as the standard. The SI (metric) units given in parentheses are for information only and may be approximate. 1.5 This standard does not purport to address all of the safety problems, 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. For specific precautionary statements, see Section 7. |
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2. Referenced Documents | ||||
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