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ASTM A572 grade 50

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Published: 01 January 1997
Fig. 2 Microstructure of a typical HSLA structural steel (ASTM A572, grade 50). 2% nital + 4% picral etch. 200× More
Series: ASM Handbook
Volume: 6A
Publisher: ASM International
Published: 31 October 2011
DOI: 10.31399/asm.hb.v06a.a0005601
EISBN: 978-1-62708-174-0
... electrodes are available include the following. <italic>Mild Steels</italic> Mild steels , such as AISI 1010 to 1030 and ASTM A36, A285, A515, A516, and A572 grades 50 and 60, are commonly used in the fabrication of heavy equipment, mining machinery, oil storage tanks, water towers, bridge structures...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003094
EISBN: 978-1-62708-199-3
... sheet and strip in cut lengths or coils (ASTM A 570) (a) 30 205 30 340 49 25.0 (b) 33 230 33 360 52 23.0 (b) 36 250 36 365 53 22.0 (b) 40 275 40 380 55 21.0 (b) 45 310 45 415 60 19.0 (b) 50 345 50 450 65 17.0 (b) 55 380 55 480 70 15.0 (b...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003095
EISBN: 978-1-62708-199-3
... grades are often made to Aerospace Material Specifications (AMS). Typical ASTM specifications for structural quality steel bars and steel structural shapes. Covered in ASTM A6 Table 3 Typical ASTM specifications for structural quality steel bars and steel structural shapes. Covered in ASTM A6...
Series: ASM Handbook
Volume: 6A
Publisher: ASM International
Published: 31 October 2011
DOI: 10.31399/asm.hb.v06a.a0005558
EISBN: 978-1-62708-174-0
... factors for the weld size in relation to plate thickness in rigidity or non-full-strength designs are also given. Weld size factors for full-strength and rigidity fillet welds Table 2 Weld size factors for full-strength and rigidity fillet welds Steel ASTM grade Yield strength of base metal...
Series: ASM Handbook
Volume: 20
Publisher: ASM International
Published: 01 January 1997
DOI: 10.31399/asm.hb.v20.a0002461
EISBN: 978-1-62708-194-8
... for the bridge would be a high-strength low-alloy (HSLA) structural steel such as ASTM A572, grade 50 or possibly a weathering steel such as ASTM A588. A typical HSLA steel has a ferrite-pearlite microstructure as seen in Fig. 2 and is microalloyed with vanadium and/or niobium for strengthening...
Series: ASM Handbook
Volume: 19
Publisher: ASM International
Published: 01 January 1996
DOI: 10.31399/asm.hb.v19.a0002397
EISBN: 978-1-62708-193-1
... 0.5 … … 0.05 … 0.3Cu &gt;290 A588, grade F K11541 0.15 0.8 0.20 0.2 0.8 0.15 0.05 … 0.6Cu ≥345 A515, grade 70 (ASTM A212) K03101 0.27 0.71 0.19 … … … … … … ≥450 A302, grade B K12022 0.20 1.29 0.18 … 0.08 0.55 … … … 470 A572 HSLA … 0.26 max 1.35 max...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 November 1995
DOI: 10.31399/asm.hb.emde.a0003005
EISBN: 978-1-62708-200-6
... steels ASTM No. and type UNS designation Tensile strength Yield strength Elongation, % MPa ksi MPa ksi A242 type 1 K11510 435–480 63–70 290–345 42–50 21 A572 grade 50 … 450 65 345 50 21 A607 grade 60 … 520 75 415 60 16–18 A607 grade 70 … 590 85 485 70...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003090
EISBN: 978-1-62708-199-3
... elements such as copper and chromium can be added to the steel to inhibit or reduce corrosion rates. Thus, the steel selected for the bridge would be a high-strength low-alloy (HSLA) structural steel such as ASTM A572, grade 50 or possibly a weathering steel such as ASTM A588. A typical HSLA steel has...
Book Chapter

Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003206
EISBN: 978-1-62708-199-3
... Weathering structural steels, such as ASTM A 588 High-strength, low-alloy steels, such as ASTM A 710 High-temperature chromium-molybdenum steels, such as ASTM A 387 grades 12 (1Cr-0.5Mo) and 22 (2.25Cr-1Mo) Nickel-base steels, such as ASTM A 203 High-strength quenched-and-tempered steels...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.9781627081993
EISBN: 978-1-62708-199-3
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006808
EISBN: 978-1-62708-329-4
...) diameter debarking drum was welded in the field, where several 3 m (10 ft) long shell course sections (35 mm, or 1.375 in., thick) of ASTM A36 plates were being girth welded using shielded metal arc welding E7018 electrodes. To expedite the production rate, the contractor switched to flux cored arc welding...
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0003509
EISBN: 978-1-62708-180-1
... On the basis of fracture toughness studies, it was suggested that the specifications for the steel plates be modified to include a toughness requirement: the Charpy V-notch requirement of 20 J (15 ft · lbf) at −46 °C (−50 °F), which is specified in ASTM A 300 for ASTM A212, grade B, steel, should be adequate...
Series: ASM Handbook
Volume: 11
Publisher: ASM International
Published: 15 January 2021
DOI: 10.31399/asm.hb.v11.a0006779
EISBN: 978-1-62708-295-2
... range, Δ S ), and the number of cycles to failure, N . The regions of the curve can be separated into the quasi-static, finite-life, and infinite-life regimes ( Fig. 3 ). Fig. 3 S - N curve for cruciform metal-active-gas-welded joints (structural steel S355, ASTM A572 grade 5). LCF, low-cycle...