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Indian Standard 2062:2006 HOT ROLLED LOW, MEDIUM AND HIGH TENSILE   STRUCTURAL STEEL (Sixth Revision) First published in 1962 and revised in 1969, 1975, 1984, 1992 and 1999. Superseding   a) IS 1977: 1996 Low tensile structural steels b) IS 8500:1991 Structural steel — Microalloyed (medium and high strength qualities)
SCOPE ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Grades of Steel Nine grades of steel,  Table -1 chemical Composition Semi-killed or killed  0.48  0.45  0,045  0.045  1.80  0.22  E E 450 (Fe 590)  Semi-killed or .killed  0.46  0.45  0.045  0.045  1.60  0.22  D E 450 (Fe 570)  Semi-killed or killed  0.44  0.45  0.045  0.045  1.60  0.20  E410 (Fe 540)  Semi-killed or killed  0.42  0.45  0,045  0.045  1.50  0.20  —  E 350 (Fe 490)  Semi-killed or killed  0.40  0,45  0,045  0.045  1,30  0.20  E 300 (Fe 440)  Killed  0:39  0.40  0,040  0.040  1.50  0.20  C E 250 (Fe410W)  Killed  0.41  0.40  0.045  0.045  1,50  0.22  B E 250 (F.41OW)  Semi-killed or killed  0.42  0.40  0.045  0.045  1.50  0.23  A E 250 (F.41OW)  Semi-killed or killed  —  -   0.045  0.045  1.25  0.25  —  E 165 (Fe 290)  (9)  (8)  (7)  (6)  (5)  (4)  (3)  (2)  (1)  Deoxidation Equivalent Si P S Mn C   Designation Method of  Max,Carbon Ladle Analysis, Percent, Max Qua lity Grade
Table-2 mechanical Properties Note3:   The more stringent requirements than those given above may be as agreed to between the purchaser and the manufacturer.
Table 3 Permissible Variation for Product Analysis  (Clause 8.2)  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
FREEDOM FROM DEFECTS ,[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Tests on steel. ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Position and Orientation of Sample
Tensile Test  (IS-1608) ,[object Object],[object Object]
Bend test  (IS-1599) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Impact Test  ( IS-1757) ,[object Object],[object Object],[object Object],[object Object],[object Object]
Fig-2: Minimum Impact Energy Values for test pieces width 5mm to 10mm
---continued Impact Test ,[object Object],[object Object],[object Object]
Y GROOVE CRACKABILITY TEST  (IS-10842)   ,[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]

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2062

  • 1. Indian Standard 2062:2006 HOT ROLLED LOW, MEDIUM AND HIGH TENSILE STRUCTURAL STEEL (Sixth Revision) First published in 1962 and revised in 1969, 1975, 1984, 1992 and 1999. Superseding a) IS 1977: 1996 Low tensile structural steels b) IS 8500:1991 Structural steel — Microalloyed (medium and high strength qualities)
  • 2.
  • 3. Grades of Steel Nine grades of steel, Table -1 chemical Composition Semi-killed or killed 0.48 0.45 0,045 0.045 1.80 0.22 E E 450 (Fe 590) Semi-killed or .killed 0.46 0.45 0.045 0.045 1.60 0.22 D E 450 (Fe 570) Semi-killed or killed 0.44 0.45 0.045 0.045 1.60 0.20 E410 (Fe 540) Semi-killed or killed 0.42 0.45 0,045 0.045 1.50 0.20 — E 350 (Fe 490) Semi-killed or killed 0.40 0,45 0,045 0.045 1,30 0.20 E 300 (Fe 440) Killed 0:39 0.40 0,040 0.040 1.50 0.20 C E 250 (Fe410W) Killed 0.41 0.40 0.045 0.045 1,50 0.22 B E 250 (F.41OW) Semi-killed or killed 0.42 0.40 0.045 0.045 1.50 0.23 A E 250 (F.41OW) Semi-killed or killed — - 0.045 0.045 1.25 0.25 — E 165 (Fe 290) (9) (8) (7) (6) (5) (4) (3) (2) (1) Deoxidation Equivalent Si P S Mn C   Designation Method of Max,Carbon Ladle Analysis, Percent, Max Qua lity Grade
  • 4. Table-2 mechanical Properties Note3: The more stringent requirements than those given above may be as agreed to between the purchaser and the manufacturer.
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 11.
  • 12.
  • 13.
  • 14. Fig-2: Minimum Impact Energy Values for test pieces width 5mm to 10mm
  • 15.
  • 16.
  • 17.