G40.21-98
1. Scope
1.1
This Standard covers structural quality steel plates, shapes, hollow sections,
sheet piling, and bars for general construction and engineering purposes.
1.2
A number of strength levels are available under this Standard and are
designated by the minimum yield strength in megapascals (ksi). The common
grades, types, and strength levels are shown in Table 1. Charpy V-Notch
categories are as shown in Tables 9A and 9B. The purchaser shall specify the
grade and, if applicable, the category.
1.3
The following types of steel are covered by this Standard:
(a) Type W - Weldable Steel. Steels of this type meet specified strength
requirements and are suitable for general welded construction where notch
toughness at low temperatures is not a design requirement. Applications
include buildings, compression members of bridges, etc.
(b) Type WT - Weldable Notch-Tough Steel. Steels of this type meet specified
strength and Charpy V-Notch impact requirements and are suitable for welded
construction where notch toughness at low temperature is a design requirement.
The purchaser, in addition to specifying the grade, must specify the required
category of steel that establishes the Charpy V-Notch test temperature and
energy level. Applications include primary tension members in bridges and
similar elements.
(c) Type R - Atmospheric Corrosion-Resistant Steel. Steels of this type meet
specified strength requirements. The atmospheric corrosion resistance of these
steels in most environments are substantially better than that of carbon
structural steels with or without a copper addition.* These steels are welded
readily up to the maximum thickness covered by this Standard. Applications
include unpainted siding, unpainted light structural members, etc, where notch
toughness at low temperature is not a design requirement.
(d) Type A - Atmospheric Corrosion-Resistant Weldable Steel. Steels of this
type meet specified strength requirements. The atmospheric corrosion resistance
of these steels in most environments are substantially better than that of
carbon structural steels with or without a copper addition.* These steels are
suitable for welded construction where notch toughness at low temperature is
not a design requirement. Applications include those similar to Type W.
(e) Type AT - Atmospheric Corrosion-Resistant Weldable Notch-Tough Steel.
Steels of this type meet specified strength and Charpy V-Notch impact
requirements. The atmospheric corrosion resistance of these steels in most
environments are substantially better than that of carbon structural steels
with or without a copper addition.* These steels are suitable for welded
construction where notch toughness at low temperature is a design requirement.
The purchaser, in addition to specifying the grade, must specify the required
category of steel that establishes the Charpy V-Notch test temperature and
energy level. Applications include primary tension members in bridges and
similar elements.
(f) Type Q - Quenched and Tempered Low Alloy Steel Plate. Steels of this type
meet specified strength requirements. While these steels shall be weldable,
the welding and fabrication techniques are of fundamental importance and must
not adversely affect the properties of the plate, especially the heat-affected
zone. Applications include bridges and similar structures.
(g) Type QT - Quenched and Tempered Low Alloy Notch-Tough Steel Plate. Steels
of this type meet specified strength and Charpy V-Notch impact requirements.
They provide good resistance to brittle fracture and shall be suitable for
structures where notch toughness at low temperature is a design requirement.
The purchaser, in addition to specifying the grade, must specify the required
category of steel that establishes the Charpy V-Notch test temperature and
energy level. While these steels shall be weldable, the welding and
fabrication techniques are of fundamental importance and must not adversely
affect the properties of the plate, especially the heat-affected zone.
Applications include primary t
OEN:
CSA
Langue:
English
Code(s) de l'ICS:
77.140.60;
77.140.50
Statut:
Annulée
Date de Publication:
1998-08-30
Numéro Standard:
G40.21-98