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ROUND AND SQUARE STEEL BARS

DIA. OR SIDE ROUND BARS SQUARE BARS

WT. / Mtr. X-AREA CIRCUM. WT. / Mtr. X-AREA CIRCUM.

mm Inch kg/m sqmm mm kg/m sqmm mm

5 0.20 0.154 19.63 15.71 0.196 25.00 20.00

6 0.24 0.222 28.27 18.85 0.283 36.00 24.00

8 0.31 0.395 50.27 25.13 0.502 64.00 32.00

10 0.39 0.617 78.54 31.42 0.785 100.00 40.0012 0.47 0.888 113.10 37.70 1.130 144.00 48.00

14 0.55 1.208 153.94 43.98 1.539 196.00 56.00

16 0.63 1.578 201.06 50.27 2.010 256.00 64.00

18 0.71 1.998 254.47 56.55 2.543 324.00 72.00

20 0.79 2.466 314.16 62.83 3.140 400.00 80.00

22 0.87 2.984 380.13 69.12 3.799 484.00 88.00

25 0.98 3.853 490.87 78.54 4.906 625.00 100.00

28 1.10 4.834 615.75 87.96 6.154 784.00 112.00

32 1.26 6.313 804.25 100.53 8.038 1,024.00 128.00

36 1.42 7.990 1,017.88 113.10 10.174 1,296.00 144.00

40 1.57 9.865 1,256.64 125.66 12.560 1,600.00 160.00

45 1.77 12.485 1,590.43 141.37 15.896 2,025.00 180.00

50 1.97 15.413 1,963.50 157.08 19.625 2,500.00 200.00

56 2.20 19.335 2,463.01 175.93 24.618 3,136.00 224.00

63 2.48 24.470 3,117.25 197.92 31.157 3,969.00 252.00

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TABLE I ROLDIMENSIO

Desigation weight Sectional Depth Width hickness Thickness Moment of Inertia

per Area of of of of

Metre Section Flange Flange Web

w a h b tf tw lxx lyy

Kg cm2 mm mm mm mm cm4 cm

ISJB 150 7.10 9.01 150.00 50.00 4.60 3.00 322.10 9.20

ISJB 175 8.10 10.28 175.00 50.00 4.80 3.20 479.30 9.70

ISJB 200 9.90 12.64 200.00 60.00 5.00 3.40 780.70 17.30

ISJB 225 12.80 16.28 225.00 80.00 5.00 3.70 1,308.50 40.50

ISJB 75 6.10 7.71 75.00 50.00 5.00 3.70 72.70 10.00

ISJB 100 8.00 10.21 100.00 50.00 6.40 4.00 168.00 12.70

ISJB 125 11.90 15.12 125.00 75.00 6.50 4.40 406.80 43.40

ISJB 150 14.20 18.08 150.00 80.00 6.80 4.80 688.20 55.20

ISJB 175 16.70 21.30 175.00 90.00 6.90 5.10 1,096.20 79.60

ISJB 200 19.80 25.27 200.00 100.00 7.30 5.40 1,696.60 115.40

ISJB 225 23.50 29.92 225.00 100.00 8.60 5.80 2501.9 112.70

ISJB 250 27.90 35.53 250.00 125.00 8.20 6.10 3,717.80 193.40

ISJB 275 33.00 42.02 275.00 140.00 8.80 6.40 5,375.30 287.00

ISJB 300 37.70 48.08 300.00 150.00 9.40 6.70 7,332.90 376.20ISJB 325 43.10 54.09 325.00 165.00 9.80 7.00 9,874.60 510.80

ISJB 350 49.50 63.01 350.00 165.00 11.40 7.40 13,158.30 631.90

ISJB 400 56.90 72.43 400.00 165.00 12.50 8.00 19,306.30 716.40

ISJB 450 65.30 83.14 450.00 170.00 13.40 8.60 27,536.10 853.00

ISJB 500 75.00 95.50 500.00 180.00 14.10 9.20 38,579.00 1,063.90

ISJB 550 86.30 109.97 550.00 190.00 15.00 9.90 53,161.60 1,335.10

ISJB 600 99.50 126.69 600.00 210.00 15.50 10.50 72,867.60 1,821.90

ISMB 100 11.50 14.60 100.00 75.00 7.20 4.00 257.50 40.80

ISMB 125 13.00 16.60 125.00 75.00 7.60 4.40 449.00 43.70

ISMB 150 14.90 19.00 150.00 80.00 7.60 4.80 726.40 52.70

ISMB 175 19.30 24.62 175.00 90.00 8.60 5.50 1,272.00 85.00

ISMB 200 25.40 32.33 200.00 100.00 10.80 5.70 2,235.40 150.00

ISMB 225 31.20 39.72 225.00 110.00 11.80 6.50 3,441.80 218.30

ISMB 250 37.30 47.55 250.00 125.00 12.50 6.90 5,131.60 334.50

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ISMB 300 44.20 56.26 300.00 140.00 12.40 7.50 8,603.60 453.90

ISMB 350 52.40 66.71 350.00 140.00 14.20 8.10 13,630.30 537.70

ISMB 400 61.60 78.46 400.00 140.00 16.00 8.90 20,458.40 622.10

ISMB 450 72.40 92.27 450.00 150.00 17.40 9.40 30,390.80 834.00

ISMB 500 86.90 110.74 500.00 180.00 17.20 10.20 45,218.30 1,369.80

ISMB 550 103.70 132.11 550.00 190.00 19.30 11.20 64,893.60 1,833.80ISMB 600 122.60 156.21 600.00 210.00 20.80 12.00 91,813.00 2,651.00

ISWB 150 17.00 21.67 150.00 100.00 7.00 5.40 839.10 94.80

ISWB 175 22.10 28.11 175.00 125.00 7.40 5.80 1,509.40 188.60

ISWB 200 28.80 36.71 200.00 140.00 9.00 6.10 2,624.50 328.80

ISWB 225 33.90 43.24 225.00 150.00 9.90 6.40 3,920.50 448.60

ISWB 250 40.90 52.05 250.00 200.00 9.00 6.70 5,943.10 857.50

ISWB 300 48.10 61.33 300.00 200.00 10.00 7.40 9,821.60 990.10

ISWB 350 56.90 72.50 350.00 200.00 11.40 8.00 15,521.70 1,175.90

ISWB 400 66.70 85.01 400.00 200.00 13.00 8.60 23,426.70 1,388.00

ISWB 450 79.40 101.15 450.00 200.00 15.40 9.20 35,057.60 1,706.70

ISWB 500 95.20 121.22 500.00 250.00 14.70 9.90 52,290.90 2,987.80

ISWB 550 112.50 143.34 550.00 250.00 17.60 10.50 74,906.10 3,740.60

ISWB 600 133.70 170.38 600.00 250.00 21.30 11.20 106,198.50 4,702.50

ISWB 600 145.10 184.86 600.00 250.00 23.60 11.80 115,626.60 5,298.30

ISHB 150 27.10 34.48 150.00 150.00 9.00 5.40 1,455.60 431.70

ISHB 150 30.60 38.98 150.00 150.00 9.00 8.40 1,540.00 460.30

ISHB 150 34.60 44.08 150.00 150.00 9.00 11.80 1,635.60 494.90

ISHB 200 37.30 47.54 200.00 200.00 9.00 6.10 3,608.40 967.10

ISHB 200 40.00 50.94 200.00 200.00 9.00 7.80 3,721.80 994.60

ISHB 225 43.10 54.94 225.00 225.00 9.10 6.50 5,279.50 1,353.80

ISHB 225 46.80 59.66 225.00 225.00 9.10 8.60 5,478.80 1,396.60

ISHB 250 51.00 64.96 250.00 250.00 9.70 6.90 7,736.50 1,961.30

ISHB 250 54.70 69.71 250.00 250.00 9.70 8.80 7,983.90 2,011.70

ISHB 300 58.80 74.85 300.00 250.00 10.60 7.60 12,545.20 2,193.60

ISHB 300 63.00 80.25 300.00 250.00 10.60 9.40 12,950.20 2,246.70

ISHB 350 67.40 85.91 350.00 250.00 11.60 8.30 19,159.70 2,451.40

ISHB 350 72.40 92.21 350.00 250.00 11.60 10.10 19,802.80 2,510.50

ISHB 400 77.40 98.66 400.00 250.00 12.70 9.10 28,083.50 2,728.30

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ISHB 400 82.20 104.66 400.00 250.00 12.70 10.60 28,823.50 2,783.00

ISHB 450 87.20 111.14 450.00 250.00 13.70 9.80 39,210.80 2,985.20

ISHB 450 92.50 117.89 450.00 250.00 13.70 11.30 40,349.90 3,045.00

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LED STEEL BEAMSAND PROPERTIES

Radii of Gyration Moduli of Section Radius at Root Slope Connectio

of

Flange

rxx ryy Zxx Zyy r1 r2 D h1 h2

cm cm cm3 cm3 mm mm degress mm mm

5.98 1.01 42.90 3.70 5.00 1.50 91.50 130.40 9.80

6.83 0.97 54.80 3.90 5.00 1.50 91.50 155.00 10.00

7.86 1.17 78.10 5.80 5.00 1.50 91.50 179.50 10.25

8.97 1.58 116.30 10.10 6.50 1.50 91.50 201.10 11.95

3.07 1.14 19.40 4.00 6.50 2.00 91.50 51.70 11.65

4.06 1.12 33.60 5.10 7.00 3.00 91.50 73.00 13.50

5.19 1.69 65.10 11.60 8.00 3.00 91.50 95.40 14.80

6.17 1.75 91.80 13.80 9.50 3.00 91.50 116.90 16.55

7.17 1.93 125.30 17.70 9.50 3.00 91.50 141.60 16.70

8.19 2.13 169.70 23.10 9.50 3.00 91.50 165.70 17.15

9.15 1.94 222.40 22.50 12.00 6.00 98.00 180.30 22.35

10.23 2.33 297.40 30.90 13.00 6.50 98.00 202.60 23.70

11.31 2.61 392.40 41.00 14.00 7.00 98.00 223.70 25.65

12.35 2.80 488.90 50.20 15.00 7.50 98.00 245.10 27.4513.41 3.05 607.70 61.90 16.00 8.00 98.00 266.50 29.25

14.45 3.17 751.90 76.60 16.00 8.00 98.00 288.30 30.85

16.33 3.15 965.30 86.80 16.00 8.00 98.00 336.20 31.90

18.20 3.20 1,223.80 100.40 16.00 8.00 98.00 384.00 33.00

20.10 3.34 1,543.20 118.20 17.00 8.50 98.00 430.20 34.90

21.99 3.48 1,933.20 140.50 18.00 9.00 98.00 476.10 36.95

23.98 3.79 2,428.90 173.50 20.00 10.00 98.00 520.20 39.90

4.20 1.67 51.50 10.90 9.00 4.50 98.00 65.00 17.50

5.20 1.62 71.80 11.70 9.00 4.50 98.00 89.20 17.90

6.18 1.66 96.90 13.10 9.00 4.50 98.00 113.90 18.05

7.19 1.86 145.40 18.90 10.00 5.00 98.00 134.50 20.25

8.32 2.15 223.50 30.00 11.00 5.50 98.00 152.70 23.65

9.31 2.34 305.90 39.70 12.00 6.00 98.00 173.30 25.85

10.39 2.65 410.50 53.50 13.00 6.50 98.00 194.10 27.95

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16.61 5.16 1,444.20 221.30 14.00 7.00 94.00 340.10 29.90

18.78 5.18 1,742.70 238.80 15.00 7.50 94.00 386.20 31.90

18.50 5.08 1,793.30 242.10 15.00 7.50 94.00 386.20 31.90

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n Details

b1 C

mm mm

23.50 3.00

23.40 3.10

28.38 3.20

38.15 3.35

23.15 3.35

23.00 3.50

35.30 3.70

37.60 3.90

42.45 4.05

47.30 4.20

47.10 4.45

59.45 4.55

66.80 4.70

71.65 4.8579.00 5.00

78.80 5.20

78.50 5.50

80.70 5.80

85.40 6.10

90.05 6.45

99.75 6.75

35.50 3.50

35.30 3.70

37.60 3.90

42.25 4.25

47.15 4.35

51.75 4.75

59.05 4.95

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66.25 5.25

65.95 5.55

65.55 5.95

70.30 6.20

84.90 6.60

89.40 7.1099.00 7.50

47.30 4.20

59.60 4.40

66.95 4.55

71.80 4.70

96.65 4.85

96.30 5.20

96.00 5.50

95.70 5.80

95.40 6.10

120.05 6.45

119.70 6.75

119.40 7.10

119.10 7.40

72.30 4.20

70.80 5.70

69.10 7.40

96.95 4.55

96.10 5.40

109.25 4.75

108.20 5.80

121.55 4.95

120.60 5.90

121.20 5.30

120.30 6.20

120.85 5.65

119.95 6.55

120.45 6.05

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119.70 6.80

120.10 6.40

119.35 7.15

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TABLE II ROLLED STEEL CHANNELSDIMENSION AND PROPERTIES

Desigation weight Sectional Depth Width Thickness Thickness Center Moment of Inertia Radii of GyrationModuli o

per Area of of of of of

Metre Section Flange Flange Web Gravity

w a h b tf tw Cyy lxx lyy rxx ryy Z

Kg cm2 mm mm mm mm cm cm4 cm cm cm c

ISJC 100 5.80 7.41 100.00 45.00 5.10 3.00 1.40 123.80 14.90 4.09 1.42 4

ISJC 125 7.90 10.07 125.00 50.00 6.60 3.00 1.64 270.00 25.70 5.18 1.60 7

ISJC 150 9.90 12.65 150.00 55.00 6.90 3.60 1.66 471.10 37.90 6.10 1.73 9

ISJC 175 11.20 14.24 175.00 60.00 6.90 3.60 1.75 719.90 50.50 7.11 1.88 11

ISJC 200 13.90 17.77 200.00 70.00 7.10 4.10 1.97 1,161.20 84.20 8.08 2.18 16

ISLC 75 5.70 7.26 75.00 40.00 6.00 3.70 1.35 66.10 11.50 3.02 1.26 4

ISLC 100 7.90 10.02 100.00 50.00 6.40 4.00 1.62 164.70 24.80 4.06 1.57 7

ISLC 125 10.70 13.67 125.00 65.00 6.60 4.40 2.04 356.80 57.20 5.11 2.05 12

ISLC 150 14.40 18.36 150.00 75.00 7.80 4.80 2.38 697.20 103.20 6.16 2.37 20

ISLC 175 17.60 22.40 175.00 75.00 9.50 5.10 2.40 1,148.40 126.50 7.16 2.38 24

ISLC 200 20.60 26.22 200.00 75.00 10.80 5.50 2.35 1,725.50 146.90 8.11 2.37 28

ISLC 225 24.00 30.53 225.00 90.00 10.20 5.80 2.46 2,547.90 209.50 9.14 2.62 32

ISLC 250 28.00 35.65 250.00 100.00 10.70 6.10 2.70 3,687.90 298.40 10.17 2.82 40

ISLC 300 33.10 42.11 300.00 100.00 11.60 6.70 2.55 6,047.90 346.00 11.98 2.87 46

ISLC 350 38.80 49.47 350.00 100.00 12.50 7.40 2.41 9,312.60 394.60 13.72 2.82 52

ISLC 400 45.70 58.25 400.00 100.00 14.00 8.00 2.36 13,989.50 460.40 15.50 2.81 60

ISMC 75 6.80 8.67 75.00 40.00 7.30 4.40 1.31 76.00 12.60 2.96 1.21 4

ISMC 100 9.20 11.70 100.00 50.00 7.50 4.70 1.53 186.70 25.90 4.00 1.49 7

ISMC 125 12.70 16.19 125.00 65.00 8.10 5.00 1.94 416.40 59.90 5.07 1.92 13

ISMC 150 16.40 20.88 150.00 75.00 9.00 5.40 2.22 779.40 102.30 6.11 2.21 19

ISMC 175 19.10 24.38 175.00 75.00 10.20 5.70 2.20 1,223.30 121.00 7.08 2.23 22

ISMC 200 22.10 28.21 200.00 75.00 11.40 6.10 2.17 1,819.30 140.40 8.03 2.23 26

ISMC 225 25.90 33.01 225.00 80.00 12.40 6.40 2.30 2,694.60 187.20 9.03 2.38 32

ISMC 250 30.40 38.67 250.00 80.00 14.10 7.10 2.30 3,816.80 219.10 9.94 2.38 38ISMC 300 35.80 45.64 300.00 90.00 13.60 7.60 2.36 6,362.60 310.80 11.81 2.61 46

ISMC 350 42.10 53.66 350.00 100.00 13.50 8.10 2.44 10,008.00 430.60 13.66 2.83 57

ISMC 400 49.40 62.93 400.00 100.00 15.30 8.60 2.42 15,082.80 504.80 15.48 2.83 66

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TABLE III R

Desigation Size Thickness Sectional Weight per Center Distance of

Area Meter of Extreme

Gravity Fibre

AxB t a w Cxx = Cyy exx=eyy

mm mm mm cm2 kg cm cm

ISA 2020 20x20 3.00 1.12 0.90 0.59 1.41

4.00 1.45 1.10 0.63 1.37

ISA 2525 25x25 3.00 1.41 1.10 0.71 1.79

4.00 1.84 1.40 0.75 1.75

5.00 2.25 1.80 0.79 1.71

ISA 3030 30x30 3.00 1.73 1.40 0.83 2.17

4.00 2.26 1.80 0.87 2.13

5.00 2.77 2.20 0.92 2.08

ISA 3535 35x35 3.00 2.03 1.60 0.95 2.55

4.00 2.66 2.10 1.00 2.50

5.00 3.27 2.60 1.04 2.46

6.00 3.86 3.00 1.08 2.42

ISA 4040 40x40 3.00 2.34 1.80 1.08 2.92

4.00 3.07 2.40 1.12 2.88

5.00 3.78 3.00 1.16 2.846.00 4.47 3.50 1.20 2.80

ISA 4545 45x45 3.00 2.64 2.10 1.20 3.30

4.00 3.47 2.70 1.25 3.25

5.00 4.28 3.40 1.29 3.21

6.00 5.07 4.00 1.33 3.17

ISA 5050 50x50 3.00 2.95 2.30 1.32 3.68

4.00 3.88 3.00 1.37 3.63

5.00 4.79 3.80 1.41 3.596.00 5.68 4.50 1.45 3.55

ISA 5555 55x55 5.00 5.27 4.10 1.53 3.97

6.00 6.26 4.90 1.57 3.93

8.00 8.18 6.40 1.65 3.85

10.00 10.02 7.90 1.72 3.78

ISA 6060 60x60 5.00 5.75 4.50 1.65 4.35

6.00 6.84 5.40 1.69 4.31

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18.00 50.79 39.90 4.38 10.62

ISA 200200 200x200 12.00 46.61 36.60 5.36 14.64

15.00 57.80 45.40 5.49 14.51

18.00 68.81 54.00 5.61 14.39

25.00 93.80 73.60 5.88 14.12

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29.00 46.00 11.90 1.80 2.27 1.15 6.80

34.80 54.90 14.60 1.78 2.23 1.15 8.40

24.70 39.40 9.90 1.99 2.51 1.26 5.20 6.50

29.10 46.50 11.70 1.98 2.50 1.26 6.20

37.40 59.50 15.30 1.96 2.47 1.25 8.10

45.00 71.30 18.80 1.94 2.44 1.25 9.90

31.10 49.80 12.50 2.15 2.71 1.36 6.10 7.00

36.80 58.80 14.80 2.14 2.70 1.36 7.30

47.40 75.50 19.30 2.12 2.67 1.35 9.50

57.20 90.70 23.70 2.10 2.64 1.35 11.70

38.70 61.90 15.50 2.31 2.92 1.46 7.10 7.00

45.70 73.10 18.40 2.30 2.91 1.46 8.40

59.00 94.10 24.00 2.28 2.88 1.45 11.00

71.40 113.30 29.40 2.26 2.84 1.45 13.50

56.00 89.60 22.50 2.46 3.11 1.56 9.60 8.00

72.50 115.60 29.40 2.44 3.08 1.55 12.60

87.70 139.50 36.00 2.41 3.04 1.55 15.50

101.90 161.40 42.40 2.39 3.01 1.54 18.30

80.10 128.10 32.00 2.77 3.50 1.75 12.20 8.50

104.20 166.40 42.00 2.75 3.47 1.75 16.00

126.70 201.90 51.60 2.73 3.44 1.74 19.80

147.90 234.90 60.90 2.71 3.41 1.74 23.30

111.30 178.10 44.50 3.09 3.91 1.95 15.20 8.50

145.10 231.80 58.40 3.07 3.88 1.95 20.00

177.00 282.20 71.80 3.05 3.85 1.94 24.70

207.00 329.30 84.70 3.03 3.82 1.94 29.20

195.00 311.70 78.20 3.38 4.28 2.14 24.40 10.00

238.40 380.50 96.30 3.36 4.25 2.14 30.10

279.60 445.30 113.80 3.34 4.22 2.13 35.70

337.40 535.40 139.30 3.31 4.17 2.13 43.70

328.30 525.10 131.40 4.03 5.10 2.55 34.50 10.00

402.70 643.40 162.10 4.01 5.07 2.54 42.70

473.80 755.90 191.80 3.99 5.03 2.54 50.70

574.60 914.20 235.00 3.95 4.98 2.53 62.30

622.40 995.40 249.40 4.63 5.86 2.93 56.90 12.00

735.40 1174.80 296.00 4.61 5.83 2.93 67.70

896.80 1429.70 363.80 4.58 5.78 2.92 83.50

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1048.90 1668.20 429.50 4.54 5.73 2.91 98.70

1788.90 2862.00 715.90 6.20 7.84 3.92 122.20 15.00

2197.70 3511.80 883.70 6.17 7.79 3.91 151.40

2588.70 4130.80 1046.50 6.13 7.75 3.90 179.90

3436.30 5460.90 1411.60 6.05 7.63 3.88 243.30

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s at Product

at of

Toe Inertia

r2 lxy

mm cm4

2.50 0.20

0.30

3.00 0.40

0.60

0.70

3.00 0.80

1.00

1.20

3.00 1.30

1.70

2.10

2.40

3.00 2.00

2.60

3.203.70

3.00 2.90

3.80

4.60

5.40

3.00 4.10

5.30

6.507.60

4.00 8.60

10.10

12.80

15.10

4.50 11.30

13.30

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616.00

10.00 1058.90

1301.20

1530.50

2015.70

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Desigation Size Thickness Sectional eight per Center of Dista

Area Meter Gravity Extrem

AxB t a w Cxx Cyy exx

mm mm mm cm2 kg cm cm cm

ISA 3020 30x20 3.00 1.41 1.10 0.98 0.49 2.02

4.00 1.84 1.40 1.02 0.53 1.98

5.00 2.25 1.80 1.06 0.57 1.94

ISA 4025 40x25 3.00 1.88 1.50 1.30 0.57 2.70

4.00 2.46 1.90 1.35 0.62 2.65

5.00 3.02 2.40 1.39 0.66 2.61

6.00 3.56 2.80 1.43 0.69 2.57

ISA 4530 45x30 3.00 2.18 1.70 1.42 0.69 3.08

4.00 2.86 2.20 1.47 0.73 3.03

5.00 3.52 2.80 1.51 0.77 2.99

6.00 4.16 3.30 1.55 0.81 2.95

ISA 5030 50x30 3.00 2.34 1.80 1.63 0.65 3.37

4.00 3.07 2.40 1.68 0.70 3.33

5.00 3.78 3.00 1.72 0.74 3.28

6.00 4.47 3.50 1.76 0.78 3.24

ISA 6040 60x40 5.00 4.76 3.70 1.95 0.96 4.05

6.00 5.65 4.40 1.99 1.00 4.01

8.00 7.37 5.80 2.07 1.08 3.93

ISA 6545 65x45 5.00 5.26 4.10 2.07 1.08 4.43

6.00 6.25 4.90 2.11 1.12 4.39

8.00 8.17 6.40 2.19 1.20 4.31

ISA 7045 70x45 5.00 5.52 4.30 2.27 1.04 4.73

6.00 6.56 5.20 2.32 1.09 4.688.00 8.58 6.70 2.40 1.16 4.60

10.00 10.52 8.30 2.48 1.24 4.52

ISA 7550 75x50 5.00 6.02 4.70 2.39 1.16 5.11

6.00 7.16 5.60 2.44 1.20 5.06

8.00 9.38 7.40 2.52 1.28 4.98

10.00 11.52 9.00 2.60 1.36 4.90

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ISA 8050 80x50 5.00 6.27 4.90 2.60 1.12 5.40

6.00 7.46 5.90 2.64 1.16 5.36

8.00 9.78 7.70 2.73 1.24 5.27

10.00 12.02 9.40 2.81 1.32 5.19

ISA 9060 90x60 6.00 8.65 6.80 2.87 1.39 6.13

8.00 11.37 8.90 2.96 1.48 6.04

10.00 14.01 11.00 3.04 1.55 5.9612.00 16.57 13.00 3.12 1.63 5.88

ISA 10065 100x65 6.00 9.55 7.50 3.19 1.47 6.81

8.00 12.57 9.90 3.28 1.55 6.72

10.00 15.51 12.20 3.37 1.63 6.63

ISA 10075 100x75 6.00 10.14 8.00 3.01 1.78 6.99

8.00 13.36 10.50 3.10 1.87 6.90

10.00 16.50 13.00 3.19 1.95 6.81

12.00 19.56 15.40 3.27 2.03 6.73

ISA 12575 125x75 6.00 11.66 9.20 4.05 1.59 8.45

8.00 15.38 12.10 4.15 1.68 8.35

10.00 19.02 14.90 4.24 1.76 8.26

ISA 12595 125x95 6.00 12.86 10.10 3.70 2.22 8.80

8.00 16.98 13.30 3.80 2.31 8.70

10.00 21.02 16.50 3.88 2.39 8.62

12.00 24.98 19.60 3.96 2.47 8.54

ISA 15075 150x75 8.00 17.42 13.70 5.23 1.53 9.77

10.00 21.56 16.90 5.32 1.61 9.68

12.00 25.62 20.10 5.41 1.69 9.59

ISA 150115 150x115 8.00 20.58 16.20 4.46 2.73 10.54

10.00 25.52 20.00 4.55 2.82 10.45

12.00 30.38 23.80 4.64 2.90 10.36

15.00 37.52 29.50 4.76 3.02 10.24

ISA 200100 200x100 10.00 29.03 22.80 6.96 2.01 13.04

12.00 34.59 27.20 7.05 2.10 12.95

15.00 42.78 33.60 7.18 2.22 12.82

ISA 200150 200x150 10.00 34.00 26.70 5.99 3.51 14.01

12.00 40.56 31.80 6.08 3.60 13.92

15.00 50.25 39.40 6.20 3.72 13.80

18.00 59.76 46.90 6.33 3.84 13.67

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TABLE IV ROLLED STEEL UNEQUAL ANGLESDIMENSION AND PROPERTIES

ce of Moment of Inertia Radii of Gyration

e Fibre

eyy lxx lyy luu lvv rxx ryy ruu

cm cm4 cm4 cm4 cm4 cm cm cm

1.51 1.20 0.40 1.40 0.20 0.92 0.54 0.99

1.47 1.50 0.50 1.80 0.30 0.92 0.54 0.98

1.43 1.90 0.60 2.10 0.40 0.91 0.53 0.97

1.93 3.00 0.90 3.30 0.50 1.25 0.68 1.33

1.88 3.80 1.10 4.30 0.70 1.25 0.68 1.32

1.84 4.60 1.40 5.10 0.80 1.24 0.67 1.31

1.81 5.40 1.60 5.90 1.00 1.23 0.66 1.29

2.31 4.40 1.50 5.00 0.90 1.42 0.84 1.52

2.27 5.70 2.00 6.50 1.10 1.41 0.84 1.51

2.23 6.90 2.40 7.90 1.40 1.40 0.83 1.50

2.19 8.00 2.80 9.20 1.70 1.39 0.82 1.49

2.35 5.90 1.60 6.50 1.00 1.59 0.82 1.67

2.30 7.70 2.10 8.50 1.20 1.58 0.82 1.66

2.26 9.30 2.50 10.30 1.50 1.57 0.81 1.65

2.22 10.90 2.90 11.90 1.80 1.56 0.80 1.64

3.04 16.90 6.00 19.50 3.40 1.89 1.12 2.02

3.00 19.90 7.00 22.50 4.00 1.88 1.11 2.01

2.92 25.40 8.00 29.00 5.20 1.86 1.10 1.98

3.42 22.10 8.60 25.90 4.80 2.05 1.28 2.22

3.38 26.00 10.10 30.40 5.70 2.04 1.27 2.21

3.30 33.20 12.80 38.70 7.40 2.02 1.25 2.18

3.46 27.20 8.80 30.90 5.10 2.22 1.26 2.36

3.41 32.00 10.30 36.30 6.00 2.21 1.25 2.353.34 41.00 13.10 46.30 7.80 2.19 1.24 2.32

3.26 49.30 15.60 55.40 9.50 2.16 1.22 2.29

3.84 34.10 12.20 39.40 6.90 2.38 1.42 2.56

3.80 40.30 14.30 46.40 8.20 2.37 1.41 2.55

3.72 51.80 18.30 59.40 10.90 2.35 1.40 2.52

3.64 62.30 21.80 71.20 12.90 2.33 1.38 2.49

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3.88 40.60 12.30 45.70 7.20 2.55 1.40 2.70

3.84 48.00 14.40 53.90 8.50 2.54 1.39 2.69

3.76 61.90 18.50 69.30 11.00 2.52 1.37 2.66

3.68 74.70 22.10 83.30 13.50 2.49 1.36 2.63

4.61 70.60 25.20 81.50 14.30 2.86 1.71 3.07

4.52 91.50 32.40 105.30 18.60 2.84 1.69 3.04

4.45 110.90 39.10 127.30 22.80 2.81 1.67 3.014.37 129.10 45.20 147.50 26.80 2.79 1.65 2.98

5.03 96.70 32.40 110.60 18.60 3.18 1.84 3.40

4.93 125.90 41.40 143.60 24.20 3.16 1.83 3.38

4.87 153.20 50.70 174.20 29.70 3.14 1.81 3.35

5.72 100.90 48.70 124.00 25.60 3.15 2.19 3.50

5.63 131.60 63.30 161.30 33.60 3.14 2.18 3.48

5.55 160.40 76.90 196.10 41.20 3.12 2.16 3.45

5.47 187.50 89.50 228.40 48.60 3.10 2.14 3.42

5.91 187.80 51.60 208.90 30.50 4.01 2.10 4.23

5.82 245.50 67.20 272.80 40.00 4.00 2.09 4.21

5.74 300.30 81.60 332.90 49.10 3.97 2.07 4.18

7.28 203.20 102.10 252.30 52.90 3.97 2.82 4.43

7.19 266.00 133.30 329.70 69.60 3.96 2.80 4.41

7.11 325.80 162.70 402.90 85.60 3.94 2.78 4.38

7.03 382.60 190.40 472.00 101.00 3.91 2.76 4.35

5.97 407.20 70.20 432.80 44.50 4.83 2.01 4.98

5.89 499.10 85.30 529.80 54.60 4.81 1.99 4.96

5.81 587.00 99.50 622.20 64.30 4.79 1.97 4.93

8.77 465.70 238.90 581.20 123.30 4.76 3.41 5.31

8.68 573.30 293.40 714.30 152.40 4.74 3.39 5.29

8.60 676.50 345.30 841.40 180.40 4.72 3.37 5.26

8.48 823.50 418.60 1,020.90 221.20 4.69 3.34 5.22

7.99 1,210.00 209.20 1,286.70 132.50 6.46 2.68 6.66

7.90 1,431.70 246.20 1,521.00 156.80 6.43 2.67 6.63

7.78 1,750.50 298.10 1,856.70 191.90 6.40 2.64 6.59

11.49 1,377.90 669.60 1,696.60 350.80 6.37 4.44 7.06

11.40 1,634.90 793.20 2,010.80 417.20 6.35 4.42 7.04

11.28 2,005.60 969.90 2,461.90 513.60 6.32 4.39 7.00

11.16 2,359.40 1,136.90 2,889.30 606.90 6.28 4.36 6.95

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Modulus of Section tan Radius Product of

at at of

Root toe Inertia

rvv Zxx Zyy r1 r2 lxy

cm cm3 cm3 mm mm cm4

0.41 0.60 0.30 0.43 4.50 3.00 0.40

0.41 0.80 0.40 0.42 0.50

0.41 1.00 0.40 0.41 0.60

0.52 1.10 0.50 0.38 5.00 3.00 0.90

0.52 1.40 0.60 0.38 1.20

0.52 1.80 0.70 0.37 1.40

0.52 2.10 0.90 0.37 1.60

0.63 1.40 0.70 0.44 5.00 3.00 1.50

0.63 1.90 0.90 0.43 1.90

0.63 2.30 1.10 0.43 2.30

0.63 2.70 1.30 0.42 2.70

0.65 1.70 0.70 0.36 5.50 3.00 1.70

0.63 2.30 0.90 0.36 2.30

0.63 2.80 1.10 0.35 2.70

0.63 3.40 1.30 0.35 3.10

0.85 4.20 2.00 0.44 6.00 4.00 5.80

0.85 5.00 2.30 0.43 6.80

0.84 6.50 3.00 0.42 8.50

0.96 5.00 2.50 0.47 6.00 4.00 8.00

0.95 5.90 3.00 0.47 9.40

0.95 7.70 3.90 0.46 11.80

0.96 5.70 2.50 0.41 6.50 4.00 8.90

0.96 6.80 3.00 0.41 10.500.95 8.90 3.90 0.40 13.20

0.95 10.90 4.80 0.39 15.50

1.07 6.70 3.20 0.44 6.50 4.00 11.80

1.07 8.00 3.80 0.44 13.90

1.06 10.40 4.90 0.43 17.70

1.06 12.70 6.00 0.42 20.90

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1.07 7.50 3.20 0.39 7.00 4.50 12.90

1.07 9.00 3.80 0.39 15.20

1.06 11.70 4.90 0.38 19.30

1.06 14.40 6.00 0.38 22.90

1.28 11.50 5.50 0.44 7.50 5.00 24.50

1.28 15.10 7.20 0.44 31.50

1.27 18.60 8.80 0.43 37.801.27 22.00 10.30 0.42 43.30

1.39 14.20 6.40 0.42 8.00 5.50 32.50

1.39 18.70 8.50 0.42 42.00

1.38 23.10 10.40 0.41 50.70

1.59 14.40 8.50 0.55 8.50 6.00 41.00

1.59 19.10 11.20 0.55 53.40

1.58 23.60 13.80 0.55 64.70

1.58 27.90 16.30 0.54 74.90

1.62 22.20 8.70 0.37 9.00 6.00 56.70

1.61 29.40 11.50 0.36 74.00

1.61 36.30 14.20 0.36 89.90

2.03 23.10 14.00 0.57 9.00 6.00 84.50

2.02 30.60 18.50 0.57 110.60

2.02 37.80 22.90 0.57 135.00

2.10 44.80 27.10 0.56 157.70

1.60 41.70 11.80 0.27 10.00 6.00 95.50

1.59 51.60 14.50 0.26 116.20

1.58 61.20 17.10 0.26 135.20

2.45 44.20 27.20 0.58 11.00 6.00 195.90

2.44 54.90 33.80 0.58 241.00

2.44 65.30 40.20 0.58 283.60

2.43 80.40 49.40 0.57 342.80

2.14 92.80 26.20 0.27 12.00 8.00 284.80

2.13 110.60 31.10 0.26 335.30

2.12 136.50 38.30 0.26 405.40

3.21 98.30 58.30 0.56 13.50 9.50 594.10

3.21 117.40 69.60 0.56 669.10

3.20 145.40 86.00 0.55 818.50

3.19 172.50 101.90 958.10

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Desigation Weight Sectional Size Thickness Thickness Radius

per Area of web of Flange at Root

meter

w a h x b tw tf D r1

kg cm2 mm x mm mm mm mm mm

ISBA 100 8.60 10.94 100X75 6.00 6.00 13.00 10.00

ISBA 100 9.60 12.17 100X75 7.00 6.50 13.00 10.00

ISBA 125 12.20 15.60 125X75 7.00 7.00 16.00 11.00

ISBA 125 13.40 17.11 125X75 8.00 7.50 16.00 11.00

ISBA 150 16.10 20.45 150X75 8.00 8.00 20.00 11.00

ISBA 150 18.80 23.94 150X75 10.00 9.00 20.00 11.00

ISBA 175 20.00 24.54 175X90 8.00 9.00 23.00 13.50

ISBA 175 23.30 29.66 175X90 10.00 10.00 23.00 13.50

ISBA 175 26.50 33.74 175X90 12.00 11.00 23.00 13.50

ISBA 200 28.20 35.95 200X90 11.00 11.00 26.00 13.50

ISBA 200 33.60 42.76 200X90 14.00 12.50 26.00 13.50

ISBA 225 31.40 39.94 225X90 11.00 11.00 29.00 13.50

ISBA 225 37.30 47.50 225X90 14.00 12.50 29.00 13.50

ISBA 250 34.90 44.41 250X90 11.00 11.00 33.00 13.50

ISBA 250 39.20 49.96 250X90 13.00 12.00 33.00 13.50

ISBA 275 40.90 52.13 275X90 12.00 12.00 36.00 13.50

ISBA 275 45.60 58.15 275X90 14.00 13.00 36.00 13.50

ISBA 300 47.50 60.47 300X90 13.00 13.00 39.00 13.50

ISBA 300 52.60 66.96 300X90 15.00 14.00 39.00 13.50

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TABLE V ROLLED STEEL BULB ANGLESDIMENSION AND PROPERTIES

Radius Radius Center of Distance of tan x

at Toe at Bulb Gravity Extreme Fibre

corners

r2 r3 Cxx Cyy exx eyy lxx

mm mm cm cm cm cm cm4

5.00 4.00 3.92 1.43 6.08 5.07 0.29 142.90

5.00 4.00 3.95 1.43 6.05 5.07 0.29 154.70

5.50 5.00 5.06 1.60 7.44 5.90 0.25 321.80

5.50 5.00 5.08 1.61 7.42 5.89 0.25 344.50

5.50 6.00 6.52 1.55 8.48 5.95 0.17 612.60

5.50 6.00 6.53 1.57 8.47 5.93 0.16 686.40

6.50 7.00 7.44 1.89 10.06 7.11 0.19 1,073.00

6.50 7.00 7.46 1.90 10.04 7.10 0.18 1,192.90

6.50 7.00 7.49 1.92 10.01 7.08 0.18 1,310.00

6.50 8.00 8.87 1.86 11.13 7.14 0.14 1,879.60

6.50 8.00 8.89 1.91 11.11 7.09 0.13 2,131.20

6.50 9.00 10.40 1.80 12.10 7.20 0.10 2,662.80

6.50 9.00 10.37 1.85 12.13 7.15 0.10 3,016.60

6.50 10.00 12.07 1.78 12.93 7.22 0.08 3,683.40

6.50 10.00 11.99 1.81 13.01 7.19 0.07 4,006.40

6.50 11.00 13.54 1.80 13.96 7.21 0.06 5,161.90

6.50 11.00 13.45 1.83 14.05 7.17 0.05 5,582.20

6.50 12.00 15.02 1.82 15.02 7.18 0.04 7,033.90

6.50 12.00 14.92 1.86 15.08 7.14 0.04 7,568.80

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Moment of Inertia Radii of Gyration Modulus

lyy luu lvv rxx ryy ruu rvv Zxx

cm4 cm4 cm4 cm cm cm cm cm3

33.00 153.00 22.80 3.61 1.74 3.74 1.44 23.50

35.70 165.40 24.90 3.56 1.71 3.69 1.43 25.60

60.40 338.90 43.30 4.54 1.97 4.66 1.67 43.20

64.60 362.40 46.60 4.49 1.94 4.60 1.65 46.40

71.40 628.10 55.90 5.47 1.87 5.54 1.65 72.20

79.80 702.90 63.40 5.36 1.83 5.42 1.63 81.10

137.20 1,106.10 104.10 6.48 2.32 6.58 2.02 106.60

152.30 1,288.00 117.20 6.34 2.27 6.43 1.99 118.80

166.50 1,346.80 129.70 6.23 2.22 6.32 1.96 130.90

172.00 1,911.60 140.10 7.23 2.19 7.29 1.97 168.90

193.60 2,165.00 159.80 7.06 2.13 7.12 1.93 191.80

178.90 2,689.30 152.40 8.17 2.12 8.21 1.95 220.10

201.90 3,043.90 174.60 7.97 2.06 8.01 1.92 248.70

188.00 3,703.00 168.40 9.11 2.06 9.13 1.95 284.80

204.70 4,026.30 184.80 8.96 2.02 8.98 1.92 308.00

213.00 5,178.00 197.00 9.95 2.02 9.97 1.94 369.70

230.60 5,598.20 214.70 9.80 1.99 9.81 1.92 397.40

241.20 7,046.20 228.80 10.79 2.00 10.80 1.95 468.40

260.00 7,580.80 248.00 10.63 1.97 10.64 1.92 501.90

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f Section

Zyy

cm3

6.50

7.00

10.20

11.00

12.00

13.50

19.30

21.40

23.50

24.10

27.30

24.20

28.20

26.00

28.50

29.60

32.20

33.60

36.40

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TABLE VI ROLDIMENSI

Desigation Weight Sectional Depth of Width of Thickness Thickness Center of

per Area Section Flange of Flange of web Gravity

meter

w a h b tf tw Cxx

kg cm2 mm mm mm mm cm

ISNT 20 0.90 1.13 20.00 20.00 3.00 3.00 0.60

ISNT 30 1.40 1.75 30.00 30.00 3.00 3.00 0.83

ISNT 40 3.50 4.48 40.00 40.00 6.00 6.00 1.20

ISNT 50 4.50 5.70 50.00 50.00 6.00 6.00 1.44

ISNT 60 5.40 6.90 60.00 60.00 6.00 6.00 1.67

ISNT 80 9.60 12.25 80.00 80.00 8.00 8.00 2.23

ISNT 100 15.00 19.10 100.00 100.00 10.00 10.00 2.79

ISNT 150 22.80 29.08 150.00 150.00 10.00 10.00 3.95

ISNT75 15.30 19.49 75.00 150.00 9.00 8.40 1.62

ISNT 100 20.00 25.47 100.00 200.00 9.00 7.80 1.91

ISNT 125 27.40 34.85 125.00 250.00 9.70 8.80 2.37

ISNT 150 29.40 37.42 150.00 250.00 10.60 7.60 2.66

ISNT 100 8.10 10.37 100.00 50.00 10.00 5.80 3.03

ISNT 150 15.70 19.96 150.00 75.00 11.60 8.00 4.75

ISNT 200 28.40 36.22 200.00 165.00 12.50 8.00 4.78

ISNT 250 37.50 47.75 250.00 180.00 14.10 9.20 6.40

ISNT 50 4.00 5.11 50.00 50.00 6.40 4.00 1.19

ISNT 75 7.10 9.04 75.00 80.00 6.80 4.80 1.72

ISNT 100 12.70 16.16 100.00 100.00 10.80 5.70 2.13

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ISNT 75 3.50 4.50 75.00 50.00 4.60 3.00 2.00

ISNT 87.5 4.00 5.14 87.50 50.00 4.80 3.20 2.50

ISNT 100 5.00 6.32 100.00 60.00 5.00 3.40 2.81

ISNT 112.5 6.40 8.14 112.50 80.00 5.00 3.70 3.01

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LED STEEL TEE BARN AND PROPERTIES

Moments of Inertia Radii of Gyration Moduli of Radius at Radius at

Section Root Toe

lxx lyy rxx ryy Zxx Zyy r1 r2

cm4 cm4 cm cm cm cm mm mm

0.40 0.20 0.59 0.39 0.30 0.20 4.00 3.00

1.40 0.60 0.89 0.57 0.60 0.40 5.00 3.50

6.30 3.00 1.18 0.82 2.20 1.50 5.50 4.00

12.70 5.90 1.50 1.02 3.60 2.40 6.00 4.00

22.50 10.10 1.81 1.21 5.20 3.40 6.50 4.50

71.20 32.30 2.41 1.62 12.30 8.10 8.00 5.50

173.80 79.90 3.02 2.05 24.10 16.00 9.00 6.00

603.80 267.50 4.56 3.03 54.60 35.70 10.00 7.00

96.20 230.20 2.22 3.44 16.40 30.10 8.00 4.00

193.80 497.30 2.76 4.42 24.00 49.30 9.00 4.50

415.40 1,005.80 3.45 5.37 41.00 79.90 10.00 5.00

573.70 1,096.80 3.92 5.41 46.50 87.70 11.00 5.50

99.00 9.60 3.09 0.96 14.20 3.80 8.00 4.00

450.20 37.00 4.75 1.36 43.90 9.90 9.00 4.50

1,267.80 358.20 5.92 3.15 83.30 43.40 16.00 8.00

2,774.40 532.00 7.62 3.34 149.20 59.10 17.00 8.50

9.90 6.40 1.39 1.12 2.60 2.50 7.00 3.00

41.90 27.60 2.15 1.75 7.20 6.90 9.50 3.00

116.60 75.00 2.69 2.15 14.80 15.00 11.00 5.50

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24.80 4.60 2.35 1.01 4.50 1.80 5.00 1.50

39.00 4.80 2.75 0.97 6.20 1.90 5.00 1.50

63.50 8.60 3.17 1.17 8.80 2.90 5.00 1.50

101.60 20.20 3.53 1.58 12.30 5.10 6.50 1.50

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91.50

91.50

91.50

91.50

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Size and Properties of Steel Tubes for Structural

Nominal Outside Class Thickness Weight Area Internal Sur

Bore Diameter of volumeX- section External

MM MM MM KG/M CM² CM³/M CM³/M

15 21.3 Light 2.0 0.947 1.21 235

Medium 2.6 1.21 1.53 203 669

Heavy 3.2 1.44 1.82 174

20 26.9 Light 2.3 1.38 1.78 390

Medium 2.6 1.56 1.98 370 845

Heavy 3.2 1.87 2.38 330

25 33.7 Light 2.6 1.98 2.54 638

Medium 3.2 2.41 3.06 585 1059

Heavy 4.0 2.93 3.73 518

32 42.4 Light 2.6 2.54 3.25 1086

Medium 3.2 3.10 3.94 1017 1332

Heavy 4.0 3.79 4.82 929

40 48.3 Light 2.9 3.23 4.13 1418Medium 3.2 3.56 4.53 1378 1517

Heavy 4.0 4.37 5.56 1275

50 60.3 Light 2.9 4.08 5.23 2332

Medium 3.6 5.03 6.41 2213

Heavy 4.5 6.19 7.88 2066

65 76.1 Light 3.2 5.71 7.32 3814

Medium 3.6 6.42 8.20 3727 2391

Heavy 4.5 7.93 10.1 3534

80 88.9 Light 3.2 6.72 8.61 5343

Medium 4.0 8.36 10.7 5138 2793

Heavy 4.8 9.90 12.7 4936

90 101.6 Light 3.6 8.70 11.1 6995

Medium 4.0 9.63 12.3 6877 3192

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Heavy 4.8 11.5 14.6 6644

100 114.3 Light 3.6 9.75 12.5 9004

Medium 4.5 12.2 15.5 8704 3591

Heavy 5.4 14.5 18.5 8409

110 127 Light 4.5 13.6 17.3 10930

Medium 4.8 14.5 18.4 10819 3990

Heavy 5.4 16.2 20.6 10599

125 139.7 Light 4.5 15 19.1 13410

Medium 4.8 15.9 20.3 13287 4389

Heavy 5.4 17.9 22.8 13043

135 152.4 Light 4.5 16.4 20.9 16142

Medium 4.8 17.5 22.2 16008 4788Heavy 5.4 19.6 25.0 15740

150 165.1 Light 4.5 17.8 22.7 19128

Medium 4.8 18.9 24.2 18981 5187

Heavy 5.4 21.3 27.1 18690

160 168.3 Light 4.5 18.2 23.1 19921

Medium 4.8 19.4 24.7 19771 5287

Heavy 1 5.4 21.7 27.6 19473

Heavy 2 6.3 25.2 32.0 19030

175 193.7 Light 4.8 22.4 28.5 26606

Medium 5.4 25.1 32.0 26260 6085

Heavy 5.9 27.3 34.8 25974

200 219.1 Light 4.8 25.4 32.3 34454

Medium 5.6 29.5 37.5 33930 6883

Heavy 5.9 31.0 39.5 33734

225 244.5 Heavy 5.9 34.7 44.2 42507 7681

250 273 Heavy 5.9 38.9 49.5 53557 8578300 323.9 Heavy 6.3 49.3 62.8 76073 10177

350 355.6 Heavy 8.0 68.6 87.3 90533 11173

7/31/2019 81041259-Steel-Table


urpose as per IS 1161 : 1998

ace Moment Modulus Radius Square of

of of of radius ofInternal Inertia section Gyration Gyration

CM³/M CM CM³ CM CM²

543 0.57 0.54 0.69 0.47

506 0.69 0.64 0.66 0.44

468 0.75 0.70 0.55 0.42

700 1.36 1.01 0.87 0.76

681 1.48 1.10 0.86 0.74

644 1.70 1.26 0.84 0.71

895 3.09 1.83 1.10 1.21

857 3.61 2.14 1.08 1.17

807 4.19 2.48 1.05 1.11

1168 6.47 3.05 1.41 1.98

1130 7.62 3.59 1.39 1.93

1080 8.99 4.24 1.36 1.86

1335 10.70 4.43 1.61 2.591316 11.59 4.80 1.59 2.54

1265 13.77 5.70 1.57 2.47

1711 21.59 7.16 2.03 4.13

1667 25.88 8.58 2.00 4.02

1611 30.90 10.2 1.98 3.92

2189 48.79 12.82 2.58 6.66

2163 54.02 14.20 2.57 6.60

2107 65.12 17.10 2.54 6.43

2591 79.23 17.82 3.03 9.19

2540 96.36 21.68 3.00 9.00

2490 112.52 25.31 2.98 8.88

2964 133.27 26.23 3.47 12.03

2939 146.32 28.80 3.45 11.91

7/31/2019 81041259-Steel-Table


2889 171.44 33.75 3.43 11.76

3363 192.03 33.6 3.92 15.36

3306 234.3 41.0 3.89 15.10

3250 274.5 48.0 3.85 14.86

3705 325.3 51.2 4.33 18.78

3686 344.58 54.27 4.32 18.69

3649 382.0 60.2 4.30 18.52

4104 437.2 62.6 4.78 22.87

4085 463.44 66.35 4.77 22.76

4047 514.5 73.7 4.75 22.58

4503 572.2 75.1 5.23 27.37

4484 606.92 79.65 5.22 27.254446 674.5 88.5 5.20 27.05

4902 732.6 88.7 5.68 32.27

4883 777.32 94.16 5.67 32.14

4845 864.7 105.0 5.65 31.92

5002 777.2 92.4 5.79 33.56

4983 824.78 98.01 5.78 33.42

4946 917.7 109.0 5.76 33.21

4889 1053 125.0 5.73 32.85

5781 1271.71 131.31 6.68 44.63

5743 1417 146 6.66 44.36

5712 1535.2 158.65 6.64 41.11

6578 1856.51 169.47 7.58 57.45

6528 2141 195 7.55 57.02

6509 2247 205 7.54 56.86

7307 3149 258 8.44 71.21

8202 4412 323 9.45 89.309775 7992 493 11.2 125.44

10663 13111 737 12.3 151.29

81041259-Steel-Table

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