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ASTM A572 grade 42 Type 2

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Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003094
EISBN: 978-1-62708-199-3
...) Structural quality cold-rolled sheet in cut lengths or coils (ASTM A 611) (a) A 170 25 290 42 26 B 205 30 310 45 24 C 230 33 330 48 22 D, types 1 and 2 275 40 360 52 20 E 550 (c) 80 (c) 565 82 … (a) For coil products, testing by the producer is limited...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.a0003095
EISBN: 978-1-62708-199-3
...- Mechanical Properties tant factor in determining mechanical properties. The static tensile properties of the various Of the various mechanical properties normally grades, types, and classes of steel plate covered determined for steel plate, yield strength is an by ASTM specifications are listed in Table 11...
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 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 >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 Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006808
EISBN: 978-1-62708-329-4
... not involve melting. As shown in Fig. 2 , there are many different processes available for welding metals ( Ref 3 ), and the selection depends on the type of material, geometry, application, cost, and properties targeted at the joint, among others. When metals are welded together, acceptance criteria...
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...
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
... positions (flat, vertical, horizontal, and overhead). The 2 in E6020 indicates that the electrode is suitable for the flat position and horizontal fillets. The last digit or last two digits, taken together, indicate the applicable current type to be used and the type of covering on the electrode. Carbon...
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
... of the sill and shell attachment. The shell plate met the chemical-composition requirements of ASTM A212, grade B, steel. Other plates involved were not positively identified but were generally classified as semikilled carbon steels. The toughness of the shell and side support plates were measured...
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...
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: 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...