ASTM E1886 PDF

This standard is issued under the fixed designation E ; the 1 This test method is under the jurisdiction of ASTM Committee E06 on. ASTM Ea. Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted. laminated glazing systems must resist the cyclic pressure tests of ASTM E Polycarbonate glazing systems are also used in place of traditional laminated.

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ASTM E1886

The latter approach reduces the likelihood of exposing the building contents to the weather. 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. Certain values contained in reference documents cited herein may be stated in inch-pound units and must be converted by the ashm.

A potentially more serious result is internal pressurization. Breaching of the envelope exposes a building’s contents to the f1886 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.

When the windward wall of a building is breached, the internal pressure in the building increases, resulting in increased outward acting pressure e8186 the other walls and the roof. 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 performance determined by this test method relates to the ability of elements of the building envelope to remain unbreached during a windstorm.

However, if wstm 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.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Active view current version of standard.

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Specific hazard statements are given in Section 7. A asym 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 test method is applicable to the design of entire fenestration or impact protection systems assemblies and their installation. 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.

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.

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. Superimposed on the averaged winds are gusts whose aggregation, for short periods of time ranging from fractions of seconds axtm a few seconds may move at considerably higher speeds than the averaged winds.

Historical Version s – view previous versions of standard. Link to Active This link will always route to the current Active version of the standard. Gust wind loads are of relatively short duration. For example, if window glass is likely to be broken by missiles during a windstorm, this is considered to be an opening. The damage caused by windborne debris during windstorms goes beyond failure of building envelope components such as windows, doors, and curtain walls.

As demonstrated by windstorm damage investigations, windborne debris is present in hurricanes and has caused a significant amount of damage to building envelopes Values given in parentheses are for information only.

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

Thus, there are two options in designing buildings for windstorms with windborne debris: 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.

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It is appropriate to test the strength of the assembly for a time duration representative zstm sustained winds and gusts in a windstorm. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Other test methods, such as Test Methods E and E, do not model gust loadings.

ASTM E1886 – 13a

The actual in-service performance of fenestration assemblies and impact protective systems in areas prone to severe windstorms is dependent on many factors. The missiles and their associated velocity ranges used in this test method are selected to reasonably represent typical debris produced by windstorms.

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

Specific hazard statements are given in Section 7.

ASTM E – Farabaugh Engineering and Testing

However, these test methods do not account for other factors such as impact from windborne debris followed by fluctuating pressures associated with a severe windstorm environment. The performance s1886 by this test method relates to the ability of elements of the building envelope to remain unbreached during a windstorm.

Link to Active This link will always route to the current Active version of the standard. Windstorm damage investigations have shown that the effects of windborne debris, followed by the effects of repeated or cyclic wind loading, were a major factor in building damage Note 1 — Exception: This can increase the net outward acting pressure by a factor as high as two.

Wind pressures related to building design, wind intensity versus duration, frequency of occurrence, and other factors are considered.