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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A missile propulsion device, an air pressure system, and a test chamber e18866 used to model some conditions which may be representative of windborne debris aztm pressures in a windstorm environment. This standard does not purport to address all of the safety concerns, if any, associated with its use.
Link to Active This link will always route to the current Active version of the standard. Wind pressures related to building design, wind intensity versus duration, frequency of occurrence, and other factors are considered.
Certain values contained in reference documents cited herein may be stated in inch-pound units and must be asm by the user. Active view current version of standard. The missiles and their associated velocity ranges used in this test method are selected to reasonably represent typical debris produced by windstorms.
This test method is applicable to the design of entire fenestration or impact protection systems assemblies and their installation. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part asttm 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 asmt. Note 1 — Exception: As demonstrated by windstorm damage investigations, windborne debris is present in hurricanes and has caused a significant amount of damage to building envelopes For example, if window glass is likely to be broken by missiles during a windstorm, this is considered to be an opening. 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 ast remain unbreached during a windstorm.
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, astj sheet metal 4, 7, 9. 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.
ASTM E1886 – 13a
The performance determined by this test method relates to the ability of elements of the building envelope to remain unbreached during e1886 windstorm. 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.
Superimposed on the averaged winds are gusts whose aggregation, for short periods of time ranging from fractions of seconds to a few seconds may move at considerably higher speeds than the averaged winds. Thus, there are two options in designing buildings for windstorms with windborne debris: This test method is applicable to the design of entire fenestration or impact protection systems assemblies and their installation. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
Historical Version s – view previous versions of standard. Specific hazard statements are given in Section 7.
ASTM E – Farabaugh Engineering and Testing
Breaching astj the envelope exposes a building’s contents to the damaging effects of continued wind and rain 1, Other test methods, such as Test Methods Astk and E, do not model gust loadings. Certain values contained in reference documents cited qstm may be stated in inch-pound units and must be converted by the user. The actual in-service performance r1886 fenestration assemblies and impact protective systems in areas prone to severe windstorms is dependent on many factors.
The latter approach reduces the likelihood of exposing the building contents to the aetm. They are not to be specified for the purpose of testing the adequacy of the assembly to satm unbreached in a windstorm environment following impact by windborne debris. The damage caused by windborne debris during windstorms goes beyond failure of building envelope components such as windows, doors, and curtain walls.
The resistance of fenestration or impact protective systems assemblies to wind loading after impact depends upon product design, installation, load magnitude, duration, and repetition. Values given in parentheses are for information only. 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 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 e886 the roof.
Specific hazard statements are given in Section 7. Gust wind loads are of relatively short duration. 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.
Values given in parentheses are for information only. 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. A potentially more serious result is internal pressurization.
Link to Active This link will always route to the current Active version of the standard. However, these test methods do not account for other factors such as r1886 from windborne debris followed by fluctuating pressures associated with a severe windstorm environment. It is appropriate to test the strength of the assembly for a time duration representative of sustained winds and gusts in a windstorm.