1.1 This specification covers steel joint bars for connecting steel rails in mine, industrial, and standard railroad track. 1.2 Three grades of joint bars are defined for applications where non-heat treated bars are suitable: 1.2.1 Grade 1, low-carbon, primarily for industrial and mine use.
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1.1 This specification covers carbon steel girder rails of three classes based on type or type and weight, and chemistry defined as follows and in Table 1. 1.1.1 Unless otherwise specified by the purchaser, girder-guard rails shall be Class A.
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1.1 This specification2 covers electric-resistance-welded low-carbon steel pipe intended for use as process lines. 1.2 Pipe ordered under this specification shall be suitable for severe forming operations involving flanging in all sizes and bending to close radi up to and including NPS 4.
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1.1 This specification covers refined lead in pig, block, or hog form. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
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1.1 This specification covers wrought iron-silicon (Fe-Si) steels that are generally used in the manufacture of electrome-chanical devices, such as relays and solenoids, requiring higher electrical resistivity, higher permeability, and lower coercivity and residual magnetism than provided by either carbon steels or soft magnetic low-carbon irons. The steels covered in this specification are: Steel Type
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1.1 This specification covers the requirements applicable to the design and construction of centrifugal pumps for shipboard application. The three classes of service covered by this specification are as follows: 1.1.1 Class l-Freshwater, 1.1.2 Class 2- Seawater, and 1.1.3 Class 3- -Hydrocarbon pumps (less than 1500 SSU).
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1.1 This guide oulines the procedure for conducing coro-sion monitoring in laboratories and plants by use of the coupled multielectrode array sensor (CMAS) technique. 1.2 For plant applications, this technique can be used to assess the instantaneous non-uniform corrosion rate, including localized corrosion rate, on a continuous basis, without re-moval of the monitoring probes, from
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1.1 This test method covers the studying or ranking the susceptibility of candidate materials to fretting corrosion or fretting wear for the purposes of material selection for appli-cations where fretting corrosion or fretting wear can limit serviceability. 1.2 This test method uses a tribological bench test apparatus with a mechanism or device that will produce
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1.1 This guide covers the procedure for conducting online corrosion monitoring of metals by the use of the electrochemi-cal noise technique. Within the limitations described, this technique can be used to detect localized corrosion activity and to estimate corrosion rate on a continuous basis without removal of the monitoring probes from the plant or experimen-tal
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1.1 This table provides trrestrial solar spectral iradiance ditributions that may be employed as weighting functions to (1) calculate the broadband solar or light transmittance of fenestration from its spectral properties; or (2) evaluate the performance of building integrated technologies such as pho-tovoltaic electricity generators. Most of these systems are installed on verical walls, but
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