ASTM Ea, Standard Practice for Use of the International System of Units. ISO , SI Units and Recommendations for the Use of Their Multiples. ASTM E [ Withdrawn ]. Standard for Metric Practice. standard by ASTM International, 01/01/ View all product details. Most Recent. Find the most up-to-date version of ASTM E at Engineering
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This method is suitable for use in specifications and regulatory statutes. Secure the shingles at the outer edge of the test panel by exposed nailing to simulate anchoring at the rake edges of a roof deck.
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Also known as hot strength. No cement, other than the factory-applied adhesive, shall be used to fasten down the tabs. If the project engineer should require other service conditions, they should be specified in accordance with ASTM standards, as noted above.
If a particular type or grade of material lends itself to the fabrication desired, it should be specified. Hot-dipped – Has an. However, you may download material from The Drafting ZONE on the Web one machine readable copy and one print copy per page for your personal, noncommercial use only. Local wind conditions may differ from the test conditions both in intensity and duration, and should be taken into consideration.
Inspection of parts should be in accordance with ASTM standards. No undercoating is required on steel substrates. Dual dimensioning practices are also to be discouraged for commercial applications in new design.
Modern Metric Conversion Factors Table | Metropolitan Aircraft Parts Inc. ()
The stand shall be adjustable to setting the test panel at any desired slope, at any horizontal distance from the lower edge of the duct opening, and at various angles incident to the wind direction. Avoid the use of trade names for the specification of materials. Do not apply pressure to the shingle tabs either during or after application.
The service condition designation is for protection against wett.
Full details are available upon request from Genium Publishing Corporation. It also facilitates soldering and antigalling. The target course shall be the third course up from the bottom of the astn specimen.
Plastics suitable for plating are acrylonitrile, butadiene, styrene, polypropylene, and polysulfone. When specifying special materials, furnish a more complete description to facilitate procurement and incoming inspection. Test another panel at the position judged to be most critical on the basis of the first three tests. An example of this would be SAESteel. Enter one or more keywords separated by spaces.
2017 Florida Building Code -Test Protocols for High Velocity Hurricane Zone, Sixth Edition
These materials are manufactured by various companies and may be known as various trademark products. The cell or room shall be capable of receiving a minimum 50 in. The test incline shall be 2: The end point for failure shall be taken as the time at which the sealing feature fails to restrain one or more full shingle tabs, or a locking ear or tab of a lock shingle tears loose or disengages from its locking position or a non-rigid component is damaged so as to affect the performance of the system.
However, if the use of a trade name is necessary, include the name of the ve. The fourteen remaining items of controversy were resolved and the new document could have been issued in This effort is entering its third year.
Search Drafting Zone Resources. Definitions from the Florida Building Code, Building shall take precedence.
The wood test deck shall be of such rigidity that it will not twist or distort with normal handling, or vibrate from the wind velocity during the test. You may not alter or remove any trademark, copyright or other notice from copies of the content. It is the responsibility of the user to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. This standard does not purport to address atsm of the safety problems associated with its use.
This method, assisted by experience and engineering judgment, will also prove useful for development work.
In addition, no free portion of a shingle or non-rigid component shall lift so as to stand upright or bend back on itself during the test.