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ASTM C1717-10
Standard Test Methods for Conducting Strength Tests of Masonry Wall Panels
STANDARD published on 1.12.2010
The information about the standard:
Designation standards: ASTM C1717-10
Note: WITHDRAWN
Publication date standards: 1.12.2010
SKU: NS-12290
The number of pages: 6
Approximate weight : 18 g (0.04 lbs)
Country: American technical standard
Category: Technical standards ASTM
Annotation of standard text ASTM C1717-10 :
Keywords:
axial load, compressive load, concentrated loads, deformation, masonry, shear load, strength tests, transverse load, walls, Axial loading tests, Compressive strength, Masonry, Masonry strength, Shear load, Walls, ICS Number Code 91.060.10 (Walls. Partitions. Facades)
Additional information
| Significance and Use | ||||
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The test methods described in this standard are intended for use as a starting point in developing specific testing protocols for masonry elements. The testing protocols could be used for general research on the load-deflection behavior of masonry elements. The testing protocols could be used for qualification of masonry elements and materials by evaluation services and other parties. The test methods described in this standard are general, and are intended to be adaptable to address a wide range of anticipated support and loading conditions. How the test results are interpreted will depend on the intended use of the masonry element being tested. |
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| 1. Scope | ||||
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1.1 These test methods cover methods for determining the strength and load-deflection characteristics of masonry wall elements. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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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