ACI Committee 543's ACI 543R-12 Guide To Design, Manufacture, and Installation PDF

By ACI Committee 543

ISBN-10: 0870317598

ISBN-13: 9780870317590

This record offers strategies to help the layout architect/engineer, producer, development engineer, and contractor within the layout, manufacture, and install of such a lot kinds of concrete piles.

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Additional info for ACI 543R-12 Guide To Design, Manufacture, and Installation of Concrete Piles

Example text

Copies of all Certified Material Test Reports and Certificates of Compliance applicable to material used in a component shall be furnished with the material. /9991061001 Not for Resale, 07/20/2010 08:54:44 MDT --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- NB-2127 WELDING MATERIAL 2010 SECTION III, DIVISION 1 — NB NB-2190 the total time at temperature or temperatures for the test material, coupon, or specimen may be performed in a single cycle. 1 Cooling Rates. 2 and NB-2226). 2 or one of the specific procedures described in NB-2220 shall be used for each product form.

NB-2160 Seal Membrane Material Bolting Material (a) Material for bolts and studs shall conform to the requirements of one of the specifications listed in Section II, Part D, Subpart 1, Table 4. Material for nuts shall conform to SA-194 or to the requirements of one of the specifications for nuts or bolting listed in Section II, Part D, Subpart 1, Table 4. (b) The use of washers is optional. When used, they shall be made of wrought material with mechanical properties compatible with the nuts with which they are to be employed.

2) Attachments with a nonstructural function (nonstructural attachments): (a) do not perform a pressure-retaining function; (b) are not in the support load path; (c) may be permanent or temporary. Nonstructural attachments include items such as nameplates, insulation supports, and locating and lifting lugs. TEMPERATURE LIMITS The rules of Subsection NB shall not be used for items which are to be subjected to metal temperatures that exceed the temperature limit in the applicability column shown in Section II, Part D, Subpart 1, Tables 2A, 2B, and 4 for design stress intensity values.

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ACI 543R-12 Guide To Design, Manufacture, and Installation of Concrete Piles by ACI Committee 543


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