Structural E - Book
Material Properties
Table 1.1 Chemical Composition of Structural Steels
No Quantity IS Code Maximum Percentage of Limits Tensile Strength
C S P Mn Si Cr Ni MPa
1 (a) Standard Structural,
C = 0.2 to 0.35%
Fe 410 226 0.23 0.055 0.055   0.10 - - 410
  (b) Hot rolled rivet bars Fe 410 1148               410
  (c) HT rivet bars Fe 460 1149               460
2 Cold Worked HYSD bars Fe 415 1786 0.25 0.055 0.055 - - - - 485
    Fe 500 1786 0.30 0.05 0.050 - - - - 550
3 Structural ordinary Fe 310 1977 0.23 0.07 0.070 - - - - 310
    Fe 410 1977 0.23 0.07 0.070 - - - - 410
4 Weldable quality Fe 410 2062 0.20 0.055 0.055 1.0 - - - 440
    Fe 440 HT 8500 0.25 0.055 0.055 1.5 - - - 490
    Fe 440 HT 8500 0.25 0.040 0.040 1.5 - - - 590
    Fe 440 HT 8500 0.25 0.050 0.050 1.5   - -  
5 Alloy Steels 37 Mn 2 1570 0.42 - - 1.7 0.35 - -  
  (some) 40 Cr 1 0.45 - - 0.9 0.35 1.2 -  
    40 Ni 1 Cr 60 0.40 - - 0.71 0.35 0.75 1.75  
C = carbon, S = sulphur, P = phosphorus, Mn = manganese, Si = silica, Cr = chromium, Ni=nickel
Table 1.2 Some Mechanical Properties of Structural Steels
Quality Structural Type Tensile Strength Yield Elongation
Thickness (mm) Minimum 2 (N/mm) Range Stress 2 (N/mm) Minimum % Range %
Fe 310-0 All Shapes 310 310-430 180 26 26-35
Fe 370-0 Upto 20 370 370-480 225 23 25-30
Above 20 370 215 23 25-30
Fe 410-0 Upto 20 410 410-530 250 23 23-30
20 to 40 410 240 23 23-28
Above 40 410 230 23 23-28
Fe 540-HT Medium Upto 16 540 540-620 350 20 20-25
16 to 32 540 540-620 340 20 20-25
32 to 63 510 510-600 330 20 20-25
Above 63 490 490-580 280 20 20-25
Fe 570-HT Upto 28 570 570-700 350 20 20-25
28 to 45 570 340 20
45 to 63 570 320 20
Above 63 540 290 20
O = Ordinary or Standard, HT = High Tensil