GSO ASTM A514:2011

ASTM A514:2009
Gulf Standard   Historical · Approved on 12 October 2011

Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding

GSO ASTM A514:2011 Files

English 3 Pages
Historical Reference Language

GSO ASTM A514:2011 Scope

1.1 This specification covers quenched and tempered alloy steel plates of structural quality in thicknesses of 6 in. [150 mm] and under intended primarily for use in welded bridges and other structures. NOTE 1—All grades are not available in a maximum thickness of 6 in. [150 mm]. See Table 1 for thicknesses available in each grade. 1.2 If 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 X 3 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 separately 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 is to be used independently of the other, without combining values in any way.

Best Sellers From Construction and Building Sector

GSO 1431:2002
 
Gulf Technical Regulation
Sanitary appliances - pressurized flushing devices
GSO 1427:2008
 
Gulf Standard
Ceramic Sanitary Appliances - Western Water Closets
GSO 1421:2002
 
Gulf Technical Regulation
Hollow blocks made from clay for walls
GSO 440:2007
 
Gulf Standard
Calcium Silicate bricks

Recently Published from Construction and Building Sector

GSO 113:1989
 
Gulf Standard
TECHNICAL TERMS AND DEFINITIONS USED IN SPINNING AND WEAVING INDUSTRY PART 2: FABRIC DEFECTS
GSO EN 13964:2025
EN 13964:2014 
Gulf Standard
Suspended ceilings - Requirements and test methods
GSO EN 1366-2:2025
EN 1366-2:2015 
Gulf Standard
Fire resistance tests for service installations - Part 2: Fire dampers
GSO ISO/TS 16774-2:2025
ISO/TS 16774-2:2023 
Gulf Standard
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 2: Test method for chemical resistance