8/9/2019 11.Equal Angle Bars

1/2

8/9/2019 11.Equal Angle Bars

2/2

Equal Angle Bars

      A

C

X X

Y

Y  t

t

C

90o

A

Designation MassPer

Metre

RootRadius

Area of Section

A x A

Section Size Thickness

x - x,y - y u - u v - v

Axis

x - x,y - y

AxisAxis Axis

x - x,y - y u - u v - v

Axis Axis Axis

t   Cx and CyA

Root Toe

mmmm kg/m cm2 cm4 cm4 cm4

100 x 100

120 x 120

125 x 125

130 x 130

150 x 150

175 x 175

200 x 200

250 x 250

300 x 300

350 x 350

6.07.08.0

10.012.013.015.0

8.0

10.012.015.0

8.010.012.0

8.09.0

10.012.015.016.0

8.0

10.012.015.016.018.019.0

12.015.0

1213.015.016.018.020.024.0

25.026.0

25.028.032.035.0

35.0

35.0

9.2010.7012.2015.0017.8019.1021.90

14.70

18.2021.6026.60

14.9019.0922.67

15.9017.9019.7023.5028.8030.70

18.00

23.0027.3033.6035.7040.1041.90

31.8039.40

36.5539.4945.3048.5054.2059.9071.10

73.6076.80

93.70104.00118.00128.00

155.00

182.00

12.012.012.012.012.012.012.0

13.0

13.013.013.0

14.014.014.0

14.014.014.014.014.014.0

16.0

16.016.016.016.016.016.0

16.016.0

18.018.018.018.018.018.018.0

18.018.0

20.020.020.020.0

24.0

24.0

4.84.84.84.84.84.84.8

4.8

4.84.84.8

4.84.84.8

4.84.84.84.84.84.8

4.8

4.84.84.84.84.84.8

4.84.8

4.84.84.84.84.84.84.8

4.84.8

4.84.84.84.8

18.0

18.0

11.9013.7015.6019.2022.8024.5028.00

18.80

23.3027.6034.00

19.7024.3028.90

20.5022.9025.3030.1037.1039.40

23.80

29.5035.0043.2045.9051.2053.80

41.0050.70

47.2050.9058.3062.0069.4076.6090.80

94.3097.80

120.00133.00151.00164.00

197.00

232.00

2.652.702.752.832.912.953.02

3.24

3.323.413.52

3.363.443.53

3.483.533.573.653.773.81

3.97

4.064.144.264.304.384.42

4.774.89

5.385.425.505.545.625.705.85

5.895.93

7.147.257.407.51

8.71

9.96

113130146178208222250

259

316371448

294360422

332370406477578610

518

635748909960

10601109

12081474

1829196722372369262728773357

34723586

7030774186509305

16300

26600

178206232283330352395

411

502588710

466570669

527586645758916966

820

100811871442152316801756

19202342

2906312635553765417445695322

55025680

11170122901371014720

25900

42300

47.0053.9060.6073.8086.5092.80105

107

130153186

122149174

138153168197240253

215

263309375397440462

497606

753809919973

108011851391

14421492

2891319535933887

6690

10800

3.083.083.073.053.023.012.99

3.71

3.693.663.63

3.873.843.82

4.034.024.013.983.953.94

4.66

4.644.624.594.574.554.54

5.435.39

6.236.226.196.186.156.136.08

6.076.05

7.677.637.587.54

9.09

10.70

3.883.873.863.843.813.793.76

4.67

4.644.624.57

4.874.844.81

5.075.065.055.024.974.95

5.87

5.855.825.785.765.735.71

6.846.80

7.857.847.817.797.767.727.65

7.647.62

9.679.619.549.49

11.50

13.50

1.991.981.971.961.951.951.94

2.38

2.372.362.34

2.492.472.46

2.592.582.572.562.542.54

3.01

2.992.972.952.942.932.93

3.483.46

4.003.993.973.963.953.933.91

3.913.91

4.924.904.894.88

5.82

6.83

15.3017.8020.2024.8029.4031.5035.80

29.50

36.4043.1052.80

32.2039.7047.00

34.9039.0043.1051.1062.6066.30

46.90

58.0068.9084.6089.8099.80

105.00

94.90117.00

125.00135.00154.00164.00183.00201.00237.00

246.00255.00

394.00436.00491.00532.00

766.00

1060.00

r1

mm

r1

mm

DistanceCentre of Gravity

Second Momentof Area

Second MomentOf Area

ElasticModulus

cm cm cm cm cm3

Material Spec: EN10025 S275JR

BS4360 Gr43AJIS G3101 SS400

An gl   e

B  ar  s 

 Your Preferred Partner   40S T E E L,