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Technical Committee No |
TC06 |
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Status |
Replaced |
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Category |
Construction and Building Sector |
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Sub Category |
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$Resources:StandardType; |
Kuwaiti Standard |
1.1 This specification covers high-strength low-alloy structural
steel shapes, plates, and bars for welded, riveted, or bolted
construction intended primarily for use as structural members
where savings in weight [mass] or added durability are
important. The atmospheric corrosion resistance of the steel in
most environments is substantially better than that of carbon
structural steels with or without copper addition. When properly
exposed to the atmosphere, this steel can be used bare
(unpainted) for many applications (see Note 1). This specification
is limited to material up to 4 in. [100 mm], inclusive, in
thickness.
NOTE 1—For methods of estimating the atmospheric corrosion resistance
of low-alloy steels, see Guide G101.
1.2 When the steel is to be welded, it is presupposed that a
welding procedure suitable for the grade of steel and intended
use or service will be utilized. See Appendix X3 of Specification
A6/A6M for information on weldability.
1.3 The values stated in either inch-pound units or SI units
are to be regarded as standard. Within the text, the SI units are
shown in brackets. The values stated in each system are not
exact equivalents; therefore, each system must be used independently
of the other. Combining values from the two systems
may result in nonconformance with the specification.
1.4 For structural products produced from coil and furnished
without heat treatment or with stress relieving only, the
additional requirements, including additional testing requirements
and the reporting of additional test results, of Specification
A6/A6M apply.
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Decision No |
221/2012 |
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Decision By |
From Ministers Office |
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Date of Meeting |
11-10-2011 |
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Approval Date |
15-10-2012 |
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Decision Date |
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Newspaper Publication Date |
18-11-2012 |
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Newspaper Number |
221/2012 |
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