ASTM E1886 PDF

ASTM E is the test method used for the performance of exterior window, curtain walls, doors and impact protective systems impacted by missiles and. 1 Apr ASTM Ea, Standard Test Method for Performance of Exterior Windows, Curtain. Walls, Doors, and Impact Protective Systems Impacted. 1 Oct ASTM Ea. Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted.

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ASTM E – Farabaugh Engineering and Testing

Values given in parentheses are for information only. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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. When the windward wall of a building is breached, the internal pressure in the building increases, resulting in increased outward acting pressure on the other walls and the roof.

Thus, there are two options in designing buildings for windstorms with windborne debris: They are not to be specified for the purpose of testing the adequacy of the assembly to remain unbreached in a windstorm environment following impact by windborne debris.

Certain values contained in reference documents cited herein may be stated in inch-pound units asym must be converted by the user.

ASTM E1886

However, if doors and windows and their supports are designed to resist specified loads and the glass is protected by a screen or barrier, they need not be considered openings. A potentially more serious result is internal pressurization. A missile propulsion device, an air pressure system, and a test chamber are used to model some conditions which may be representative of windborne debris and pressures in a windstorm environment.

The damage caused by windborne asttm during windstorms goes beyond failure of building envelope components such as windows, doors, and curtain walls. Historical Version s – view previous versions of standard. Wind pressures related to building design, wind intensity versus duration, frequency of occurrence, and other factors are considered.

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The resistance of fenestration or impact protective systems assemblies to wind loading after impact depends upon product design, installation, load magnitude, duration, and repetition.

Superimposed on the averaged winds are gusts whose aggregation, for short periods of time ranging from fractions of seconds to a few seconds w1886 move s1886 considerably higher speeds than the averaged winds. This standard does not purport to address all of the safety concerns, if any, associated with its use. Values given in parentheses are for information only. Gust wind loads are of relatively short duration. However, these test methods do not account for other factors such as aetm from windborne debris followed by fluctuating pressures associated with a severe windstorm environment.

As demonstrated by windstorm damage investigations, windborne debris is present in hurricanes and has caused a significant amount of damage to building s1886 Link to Active This link will always route to the current Active version of the standard.

Link to Active This link will always route to the current Active version of the standard.

Windstorm damage investigations have shown that the s1886 of windborne debris, followed by the effects of repeated or cyclic wind loading, were a major factor in building damage This test method is applicable to the design of entire fenestration or impact protection systems assemblies and their installation. Other test methods, such as Test Methods E and E, do not model gust loadings.

For example, if window glass is likely to be broken by missiles during a windstorm, this is considered to be an opening. Active view current version of standard. W1886 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. Referenced Documents purchase separately The documents ee1886 below are referenced within the subject standard but are not provided as part of the standard.

Note 1 — Exception: The actual in-service performance of fenestration assemblies and impact protective systems in areas prone to severe windstorms is dependent on many e18866. Specific hazard statements are given in Section 7.

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A missile propulsion device, an air pressure system, and a test chamber are used to model some conditions which may be representative of windborne debris and pressures in a windstorm environment.

This can increase the net outward acting pressure by a factor as high as two. The performance determined by this test method relates to the ability of elements of the building envelope to remain unbreached during a windstorm.

Astm e astm e – InterNACHI Inspection Forum

Typical debris in hurricanes consists of missiles including, but not limited to, roof gravel, roof tiles, signage, portions of damaged structures, framing lumber, roofing materials, and sheet metal 4, 7, 9. Certain values contained in reference documents cited herein may be stated in inch-pound units and must be converted by the user. It is appropriate to test the strength of the assembly for a time duration representative of sustained winds and gusts in a windstorm. The latter approach reduces the likelihood of exposing the building contents to the weather.

The missiles and their associated velocity ranges used in this test method are selected to reasonably represent typical debris produced by windstorms.

The performance determined by this test method relates to the ability of elements of the building envelope to remain unbreached during a windstorm. Specific hazard statements are given in Section 7.

Breaching of the envelope exposes a building’s contents to the damaging effects of continued wind and rain 1, This test method is applicable to the design of entire fenestration or impact protection systems assemblies and their installation.

Design pressures based on wind speeds with a mean recurrence interval usually 25 to years that relates to desired levels of structural reliability and are appropriate for the type and importance of the building 1.