B. AWS D1.5 Bridge Welding Code. 1. Used only for those applications not governed by NYSSCM. a. Welding A852 steel . C. AASHTO Guide Specification for Highway Bridge Fabrication with . HPS70W Steel. 1. For welding HPS70W steel. II. Determine Weldability or Special Welding Concerns for the Base Metal. A. ASTM A7 (33 ksi min yield) 1.
ASTM A572 / A572M - 18 Standard Specification for High 1.1 This specification covers five grades of high-strength low-alloy structural steel shapes, plates, sheet piling, and bars. Grades 42 , 50 , and 55  are intended for riveted, bolted, or welded structures. Grades 60  and 65  are intended for riveted or bolted construction of bridges, or for riveted, bolted, or welded construction in other applications.
ASTM A572 Grade 50, 55, 60, 65 Steel Plates Specification A588/A588M Specification for High-Strength Low-Alloy Structural STeel, up to 50 ksi [245 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance; ASTM A572 Grade 50, 60 & 65 Data Sheet Properties. Chemical properties shall conform to the requirements prescribed in
Jul 07, 2016 · Steel H-piles (HP shapes) are most commonly available as ASTM A572 Grade 50 material, having a nominal yield strength of F y = 50 ksi (345 MPa). However, until fairly recently, HP shapes were typically available as ASTM A36 shapes, for which F y = 36 ksi (248 MPa). Many state DOT provisions for driven piles continue to base design structural capacity calculations on the lower yield
Intermediate Strain-Rate Testing of ASTM A992 and A572 Apr 19, 2019 · ASTM A572-50 specimens were fabricated from a domestic, nominal 0.375-in.-thick plate. The mill test report (MTR) indicated that the plate also met the specifications of ASTM A709-50. ASTM A992 specimens were obtained from the web of domestic S12x31.8 beams, which had a nominal thickness of 0.35 in.
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See the answer. A Charpy V Notch test was conducted for an ASTM A572 Grade 50 bridge steel. The average values of the test results at four different test temperatures were found to be. 10 ft.lb at 50 degrees F, 15 ft.lb at 0 degrees F, 40 ft.lb at 40 degrees F, 60 ft.lb at 100 degrees F. The bridge will be located in a region where specifications require a minimum of 25 ft.lb fracture toughness at 30