GSO ASTM A1035/A1035M:2011
ASTM A1035/A1035M:09
Gulf Standard
Historical
·
Approved on
12 October 2011
Standard Specification for Deformed and Plain, Low-carbon, Chromium, Steel Bars for Concrete Reinforcement
GSO ASTM A1035/A1035M:2011 Files
English
5 Pages
Historical
Reference Language
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GSO ASTM A1035/A1035M:2011 Scope
1.1 This specification covers low-carbon, chromium, steel
bars, deformed and plain for concrete reinforcement in cut
lengths and coils. The standard sizes and dimensions of
deformed bars and their number designations are given in
Table 1. The text of this specification references notes and
footnotes which provide explanatory material. These notes and
footnotes (excluding those in tables and figures) shall not be
considered as requirements of the specification.
1.2 Bars are of two minimum yield strength levels as
defined in 9.2: namely, 100 000 psi [690 MPa], and 120 000
[830 MPa] designated as Grade 100 [690] and Grade 120
[830], respectively.
NOTE 1—Caution: Designers need to be aware that typical design
standards limit the design strength to 80 000 psi [550 MPa], except for
prestressing steel and for spiral transverse reinforcement. Members
reinforced with bars with yield strengths that are considerably above
80 000 psi [550 MPa] may exhibit behavior that differs from that expected
of conventional reinforced concrete members or may require special
detailing to ensure adequate performance at service and factored loads.
1.3 Deformed bars shall have a minimum yield strength and
other tensile properties in accordance with Table 2. Hot-rolled
plain rounds in sizes up to and including 2.25 in. [57.2 mm] in
diameter in coils or cut lengths when specified for dowels,
spirals, structural ties or bar supports shall be furnished under
this specification and shall also meet the tensile properties
requirements of Table 2. Ductility properties for plain rounds
shall be those of the nearest smaller nominal diameter deformed
bar size in Table 2. Requirements covering deformation
dimensions and marking are not applicable to plain rounds.
NOTE 2—Welding of the material in this specification should be
approached with caution since no specific provisions have been included
to enhance its weldability. When this steel is to be welded, a welding
procedure suitable for the chemical composition and intended use or
service should be used.
1.4 This specification is applicable for orders in either
inch-pound units (as Specification A1035) or in SI units (as
Specification A1035M).
1.5 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.
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