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Wide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front)

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Page 1: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Wide Flange Beams4” to 44” Sections

Wide Flange/H PileTAB (front)

Page 2: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Wide Flange/H PileTAB (front)

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 4 x 13

W 5 x1 6x 19

W 6 x 9x 12x 16

W 6 x 15x 20x 25

W 8 x 10x 13x 15

W 8 x 18x 21

W 8 x 24x 28

W 8 x 31x 35x 40x 48x 58x 67

3.83

4.715.56

2.683.554.74

4.435.877.34

2.963.844.44

5.266.16

7.088.24

9.1210.311.714.117.119.7

4.16

5.015.15

5.906.036.28

5.996.206.38

7.897.998.11

8.148.28

7.938.06

8.008.128.258.508.759.00

41/8

551/8

57/8

661/4

661/4

63/8

77/8

881/8

81/8

81/4

77/8

8

881/8

81/4

81/2

83/4

9

0.280

0.2400.270

0.1700.2300.260

0.2300.2600.320

0.1700.2300.245

0.2300.250

0.2450.285

0.2850.3100.3600.4000.5100.570

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1/2

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4.06

5.005.03

3.944.004.03

5.996.026.08

3.944.004.02

5.255.27

6.506.54

8.008.028.078.118.228.28

4

55

444

66

61/8

444

51/4

51/4

61/2

61/2

88

81/8

81/8

81/4

81/4

0.345

0.3600.430

0.2150.2800.405

0.2600.3650.455

0.2050.2550.315

0.3300.400

0.4000.465

0.4350.4950.5600.6850.8100.935

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44

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W ShapesDimensions

Wide Flange/H PileTAB (back)

Page 3: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 10 x 12

x 15 x 17 x 19

W 10 x 22 x 26 x 30

W 10 x 33 x 39 x 45

W 10 x 49 x 54 x 60 x 68 x 77 x 88 x100 x112

W 12 x 14 x 16 x 19 x 22

W 12 x 26 x 30 x 35

W 12 x 40x 45 x 50

W 12 x 53x 58

3.54 4.41 4.99 5.62

6.49 7.61 8.84

9.71 11.5 13.3

14.4 15.8 17.6 20.0 22.6 25.9 29.4 32.9

4.16 4.71 5.57 6.48

7.65 8.79 10.3

11.7 13.1 14.6

15.6 17.0

9.87 10.0 10.1 10.2

10.2 10.3 10.5

9.73 9.92 10.1

10.0 10.1 10.2 10.4 10.6 10.8 11.1 11.4

11.9 12.0 12.2 12.3

12.2 12.3 12.5

11.9 12.1 12.2

12.1 12.2

97/8

10101/8

101/4

101/8

103/8

101/2

93/4

97/8

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10

101/8

101/4

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107/8

111/8

113/8

117/8

12121/8

121/4

121/4

123/8

121/2

1212

121/4

12121/4

0.190 0.230 0.240 0.250

0.240 0.260 0.300

0.290 0.315 0.350

0.340 0.370 0.420 0.470 0.530 0.605 0.680 0.755

0.200 0.220 0.235 0.260

0.230 0.260 0.300

0.295 0.335 0.370

0.345 0.360

3/16

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3/8

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3.96 4.00 4.01 4.02

5.75 5.77 5.81

7.96 7.99 8.02

10.0 10.0 10.1 10.1 10.2 10.3 10.3 10.4

3.97 3.99 4.01 4.03

6.49 6.52 6.56

8.01 8.05 8.08

10.0 10.0

4444

53/4

53/4

53/4

888

1010

101/8

101/8

101/4

101/4

103/8

103/8

4444

61/2

61/2

61/2

88

81/8

1010

0.2100.2700.3300.395

0.3600.440 0.510

0.435 0.530 0.620

0.560 0.615 0.680 0.770 0.870 0.990 1.12 1.25

0.225 0.265 0.350 0.425

0.380 0.440 0.520

0.515 0.575 0.640

0.575 0.640

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Page 4: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 12 x 65x 72x 79x 87x 96

x 106x 120x 136x 152x 170x 190x 210x 230x 252x 279x 305x 336

W 14 x 22x 26

W 14 x 30x 34x 38

W 14 x 43x 48x 53

W 14 x 61x 68x 74x 82

W 14 x 90x 99

x 109x 120x 132

19.121.123.225.628.231.235.339.944.750.055.861.867.774.081.989.698.8

6.497.69

8.8510.011.2

12.614.115.6

17.920.021.824.0

26.529.132.035.338.8

12.112.312.412.512.712.913.113.413.714.014.414.715.115.415.916.316.8

13.713.9

13.814.014.1

13.713.813.9

13.914.014.214.3

14.014.214.314.514.7

121/8

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123/4

127/8

131/8

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14143/8

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15153/8

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163/8

167/8

133/4

137/8

137/8

14141/8

135/8

133/4

137/8

137/8

14141/8

141/4

14141/8

143/8

141/2

145/8

0.3900.4300.4700.5150.5500.6100.7100.7900.8700.9601.0601.1801.2901.4001.5301.6301.780

0.2300.255

0.2700.2850.310

0.3050.3400.370

0.3750.4150.4500.510

0.4400.4850.5250.5900.645

3/8

7/16

1/2

1/2

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3/8

3/8

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1/2

1/2

9/16

5/8

12.012.012.112.112.212.212.312.412.512.612.712.812.913.013.113.213.4

5.005.03

6.736.756.77

8.008.038.06

10.010.010.110.1

14.514.614.614.714.7

1212

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121/8

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123/8

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125/8

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127/8

13131/8

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55

63/4

63/4

63/4

888

1010

101/8

101/8

141/2

145/8

145/8

145/8

143/4

0.6050.6700.7350.8100.9000.9901.111.251.401.561.741.902.072.252.472.712.96

0.3350.420

0.3850.4550.515

0.5300.5950.660

0.6450.7200.7850.855

0.7100.7800.8600.9401.03

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7/8

111/8

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7/8

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1

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111

111/16

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19/16

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107/8

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10

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Page 5: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

Shapes

AreaA

Depthd

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 14 x 145x 159x 176x 193x 211x 233x 257x 283x 311x 342x 370x 398x 426x 455 x 500x 550x 605x 665x 730

W 16 x 26x 31

W 16 x 36x 40x 45x 50x 57

W 16 x 67x 77x 89

x 100

42.746.751.856.862.068.575.683.391.4

101.0109.0117.0125.0134.0147.0162.0178.0196.0215.0

7.689.13

10.611.813.314.716.8

19.722.626.229.5

14.815.015.215.515.716.016.416.717.117.517.918.318.719.019.620.220.921.622.4

15.715.9

15.916.016.116.316.4

16.316.516.817.0

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15151/4

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153/4

16163/8

163/4

171/8

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185/8

19195/8

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215/8

223/8

153/4

157/8

157/8

16161/8

161/4

163/8

163/8

161/2

163/4

17

0.6800.7450.8300.8900.9801.0701.1801.2901.4101.5401.6601.7701.8802.0202.1902.3802.6002.8303.070

0.2500.275

0.2950.3050.3450.3800.430

0.3950.4550.5250.585

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13/16

7/8

111/16

13/16

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31/16

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15.515.615.715.715.815.916.016.116.216.416.516.616.716.817.017.2 17.417.7 17.9

5.505.53

6.997.007.047.077.12

10.210.310.410.4

151/2

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155/8

153/4

153/4

157/8

16161/8

161/4

163/8

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167/8

17171/4

173/8

175/8

177/8

51/2

51/2

777

71/8

71/8

101/4

101/4

103/8

103/8

1.091.191.311.441.561.721.892.072.262.472.662.853.043.213.503.824.164.524.91

0.3450.440

0.4300.5050.5650.6300.715

0.6650.7600.8750.985

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10

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Page 6: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 18 x 35x 40x 46

W 18 x 50x 55x 60x 65x 71

W 18 x 76x 86x 97

x 106x 119x 130x 143x 158x 175x 192x 211x 234x 258x 283x 311

W 21 x 44x 50x 57

W 21 x 48x 55x 62x 68x 73x 83x 93

10.311.813.5

14.716.217.619.120.8

22.325.328.531.135.138.242.146.351.356.462.168.875.983.391.6

13.014.716.7

14.116.218.320.021.524.327.3

17.717.918.1

18.018.118.218.418.5

18.218.418.618.719.019.319.519.720.020.420.721.121.521.922.3

20.720.821.1

20.620.821.021.121.221.421.6

173/4

177/8

18

18181/8

181/4

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183/8

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183/4

19191/4

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20203/8

205/8

21211/2

217/8

223/8

205/8

207/8

21

205/8

203/4

21211/8

211/4

213/8

215/8

0.3000.3150.360

0.3550.3900.4150.4500.495

0.4250.4800.5350.5900.6550.6700.7300.8100.8900.9601.0601.1601.2801.4001.520

0.3500.3800.405

0.3500.3750.4000.4300.4550.5150.058

5/16

5/16

3/8

3/8

3/8

7/16

7/16

1/2

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13/8

11/2

3/8

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3/8

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7/16

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1/2

9/16

6.006.026.06

7.507.537.567.597.64

11.011.111.111.211.311.211.211.311.411.511.611.711.811.912.0

6.506.536.56

8.148.228.248.278.308.368.42

666

71/2

71/2

71/2

75/8

75/8

11111/8

111/8

111/4

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111/8

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113/8

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111/2

115/8

113/4

117/8

12

61/2

61/2

61/2

81/8

81/4

81/4

81/4

81/4

83/8

83/8

0.4250.5250.605

0.5700.6300.6950.7500.810

0.6800.7700.8700.9401.061.201.321.441.591.751.912.112.302.502.74

0.4500.5350.650

0.4300.5220.6150.6850.7400.8350.930

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Page 7: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 21 x 101x 111x 122x 132x 147x 166x 182x 201

W 24 x 55x 62

W 24 x 68x 76x 84x 94

x 103

W 24 x 104x 117x 131x 146x 162x 176x 192x 207x 229x 250x 279x 306x 335x 370

29.832.735.938.843.248.853.659.2

16.218.2

20.122.424.727.730.3

30.634.438.543.047.751.756.360.767.273.582.089.998.4

109.0

21.421.521.721.822.122.522.723.0

23.623.7

23.723.924.124.324.5

24.124.324.524.725.025.225.525.726.026.326.727.127.528.0

213/8

211/2

215/8

217/8

22

221/2

223/4

23

235/8

233/4

233/4

237/8

241/8

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241/2

24

241/4

241/2

243/4

25

251/4

251/2

253/4

26

263/8

263/4

271/8

271/2

28

0.5000.5500.6000.6500.7200.7500.8300.910

0.3950.430

0.4150.4400.4700.5150.550

0.5000.5500.6050.6500.7050.7500.8100.8700.9601.041.161.261.381.52

1/2

9/16

5/8

5/8

3/4

3/4

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5/8

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11/16

3/4

13/16

7/8

15/16

11/16

13/16

11/4

13/8

11/2

12.312.312.412.412.512.412.512.6

7.017.04

8.978.999.029.079.00

12.812.812.912.913.012.913.013.013.113.213.313.413.513.7

121/4

123/8

123/8

121/2

121/2

123/8

121/2

125/8

77

999

9 1/8

9

123/4

123/4

127/8

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13127/8

1313

131/8

131/8

131/4

133/8

131/2

135/8

0.8000.8750.9601.041.151.361.481.63

0.5050.590

0.5850.6800.7700.8750.980

0.7500.8500.9601.091.221.341.461.571.731.892.092.282.482.72

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Page 8: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 27 x 84x 94

x 102x 114x 129

W 27 x 146x 161x 178x 194x 217x 235x 258x 281x 307x 336x 368x 539

W 30 x 90x 99

x 108x 116x 124x 132x 148

W 30 x 173x 191x 211x 235x 261x 292x 326x 357x 391

24.827.730.033.537.8

43.147.652.557.264.069.476.082.990.498.9

108.0159

26.429.131.734.236.538.943.5

51.056.362.269.276.985.995.8

105.0115.0

26.726.927.127.327.6

27.427.627.828.128.428.729.029.329.630.030.432.5

29.529.729.830.030.230.330.7

30.430.730.931.331.632.032.432.833.2

263/4

267/8

271/8

271/4

275/8

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275/8

273/4

281/8

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29291/4

295/8

30303/8

321/2

291/2

295/8

297/8

30301/8

301/4

305/8

301/2

305/8

31311/4

315/8

32323/8

323/4

321/4

0.4600.4900.5150.5700.610

0.6050.6600.7250.7500.8300.9100.9801.0601.1601.2601.3801.970

0.4700.5200.5450.5650.5850.6150.650

0.6550.7100.7750.8300.9301.021.141.241.36

7/16

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111/8

11/4

13/8

10.010.010.010.110.0

14.014.014.114.014.114.214.314.414.414.614.715.3

10.410.510.510.510.510.510.5

15.015.015.115.115.215.315.415.515.6

101010

101/8

10

1414

141/8

14141/8

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143/8

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145/8

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101/2

101/2

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101/2

1515

151/8

15151/8

151/4

153/8

151/2

155/8

0.6400.7450.8300.9301.10

0.9751.081.191.341.501.611.771.932.092.282.483.54

0.6100.6700.7600.8500.9301.001.18

1.071.191.321.501.651.852.052.242.44

5/8

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Page 9: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

W ShapesDimensions

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 33 x 118x 130x 141x 152x 169

W 33 x 201 x 221x 241x 263x 291x 318x 354x 387

W 36 x 135x 150x 160x 170x 182x 194x 210x 232x 256

W 36 x 231x 247x 262x 282x 302x 330x 361x 395x 441x 487x 529x 652x 800

34.738.341.644.849.5

59.265.271.077.585.793.6

104.0114.0

39.744.247.050.153.657.061.868.175.4

68.172.577.082.988.897.0

106.0116.0130.0143.0156.0192.0236.0

32.933.133.333.533.8

33.733.934.234.534.835.235.636.0

35.635.936.036.236.336.536.737.137.4

36.536.736.937.137.337.738.038.438.939.339.841.142.6

327/8

331/8

331/4

331/2

337/8

335/8

337/8

341/8

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347/8

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351/2

36

351/2

357/8

36361/8

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361/2

363/4

371/8

373/8

361/2

365/8

367/8

371/8

373/8

375/8

38383/8

387/8

393/8

393/4

41421/2

0.5500.5800.6050.6350.670

0.7150.7750.8300.8700.9601.041.161.26

0.6000.6250.6500.6800.7250.7650.8300.8700.960

0.7600.8000.8400.8850.9451.021.121.221.361.501.611.972.38

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223/8

11.511.511.511.611.5

15.715.815.915.815.916.016.116.2

12.012.012.012.012.112.112.212.112.2

16.516.516.616.616.716.616.716.817.017.117.217.618.0

111/2

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115/8

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153/4

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16161/8

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12121212

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121/4

161/2

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161/2

165/8

165/8

165/8

163/4

167/8

17171/8

171/4

175/8

18

0.7400.8550.9601.061.22

1.151.281.401.571.731.892.092.28

0.7900.9401.021.101.181.261.361.571.73

1.261.351.441.571.681.852.012.202.442.682.913.544.29

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71/2

Page 10: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

ShapesArea

ADepth

d

Web Flange Distance

Thicknesstw

Widthbf

Thicknesstf

k1 TWork-ableGage

in.2 in. in. in. in. in. in. in.

W 40 x 149x 167x 183x 211x 235x 264x 278x 294x 327x 331x 392

W 40 x 199x 215x 249x 277x 297x 324x 362x 372x 397x 431x 503x 593

W 44 x 230x 262x 290x 335

43.849.253.362.069.077.682.086.396.097.5

115.0

58.563.473.381.487.495.3

107.0109.0117.0127.0148.0174.0

67.776.985.498.5

38.238.639.039.439.740.040.240.440.840.841.6

38.739.039.439.739.840.240.640.641.041.342.143.0

42.943.343.644.0

381/4

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39393/8

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40401/8

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415/8

385/8

39393/8

393/4

397/8

401/8

401/2

405/8

41411/4

4243

427/8

431/4

435/8

44

0.6300.6500.6500.7500.8300.9601.031.061.181.221.42

0.6500.6500.7500.8300.9301.001.121.161.221.341.541.79

0.7100.7850.8651.03

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7/8

1

11.811.811.811.811.911.912.012.012.112.212.4

15.815.815.815.815.815.916.016.116.116.216.416.7

15.815.815.815.9

113/4

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113/4

113/4

117/8

117/8

1212

121/8

121/8

123/8

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157/8

16161/8

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153/4

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157/8

16

0.8301.031.201.421.581.731.811.932.132.132.52

1.071.221.421.581.651.812.012.052.202.362.763.23

1.221.421.581.77

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34

34

383/4

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51/2

W ShapesDimensions

Page 11: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

HP ShapesDimensions

DesignationArea

ADepth

d

Web Flange Distance

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k k1

in.2 in. in. in. in. in. in. in.

HP 8 x 36

HP 10 x 42x 57

HP 12 x 53x 63x 74x 84

HP 14 x 73x 89

x 102x 117

10.6

12.416.8

15.518.421.824.6

21.426.130.034.4

8.02

9.709.99

11.7811.9412.1312.28

13.6113.8314.0114.21

8

93/4

10

113/4

12121/8

121/4

135/8

137/8

14141/4

0.805

0.4150.565

0.4350.5150.6050.685

0.5050.6150.7050.805

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7/16

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1/2

5/8

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13/16

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1/4

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3/8

7/16

8.155

10.07510.225

12.04512.12512.21512.295

14.58514.69514.78514.885

81/8

101/8

101/4

12121/8

121/4

121/4

145/8

143/4

143/4

147/8

0.445

0.4200.565

0.4350.5150.6100.685

0.5050.6150.7050.805

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13/16

61/8

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75/8

91/2

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91/2

111/4

111/4

111/4

111/4

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Page 13: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

I-Beams“S” Shapes

4” to 24”

I-Beam TAB (front)

Page 14: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

I-Beam TAB (back)

S ShapesDimensions

ShapesArea

ADepth

d

Web Flange DistanceGrip

Max. Flge.Fas- ten- er

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k

in.2 in. in. in. in. in. in. in. in.

S 3 x 5.7x 7.5

S 4 x 7.7x 9.5

S 5 x 10x 14.75

S 6 x 12.5x 17.25

S 7 x1 7.25x 20

S 8 x 18.4x 23

S 10 x 25.4 x 35

S 12 x 31.8x 35

S 12 x 40.8x 50

S 15 x 42.9x 50

S 18 x 54.7x 70

S 20 x 66x 75

S 20 x 86x 96

S 24 x 80x 90

x 100

S 24 x 106x 121

1.672.21

2.262.79

2.944.34

3.675.07

5.075.88

5.416.77

7.4610.3

9.3510.3

12.014.7

12.614.7

16.120.6

19.422.0

25.328.2

23.526.529.3

31.235.6

3.003.00

4.004.00

5.005.00

6.006.00

6.007.00

8.008.00

10.0010.00

12.0012.00

12.0012.00

15.0015.00

18.0018.00

20.0020.00

20.3020.30

24.0024.0024.00

24.5024.50

33

44

55

66

67

88

1010

1212

1212

1515

1818

2020

201/4201/4

242424

241/2241/2

0.1700.349

0.1930.326

0.2140.494

0.2320.465

0.4650.450

0.2710.441

0.3110.594

0.3500.428

0.4620.687

0.4110.550

0.4610.711

0.5050.635

0.6600.800

0.5000.6250.745

0.6200.800

3/163/8

3/165/16

3/161/2

1/47/16

7/167/16

1/47/16

5/165/8

3/87/16

7/1611/16

7/169/16

7/1611/16

1/25/8

11/1613/16

1/25/83/4

5/813/16

1/83/16

1/83/16

1/81/4

1/81/4

1/41/4

1/81/4

3/165/16

3/161/4

1/43/8

1/45/16

1/43/8

1/45/16

3/87/16

1/45/163/8

5/167/16

2.3302.509

2.6632.796

3.0043.284

3.3323.565

3.5653.860

4.0014.171

4.6614.944

5.0005.078

5.2525.477

5.5015.640

6.0016.251

6.2556.385

7.0607.200

7.0007.1257.245

7.8708.050

23/821/2

25/823/4

331/4

33/835/8

35/837/8

441/8

45/85

551/8

51/451/2

51/255/8

661/4

61/463/8

771/4

771/871/4

77/88

0.2600.260

0.2930.293

0.3260.326

0.3590.359

0.3590.392

0.4260.426

0.4910.491

0.5440.544

0.6590.659

0.6220.622

0.6910.691

0.7950.795

0.9200.920

0.8700.8700.870

1.0901.090

1/41/4

5/165/16

5/165/16

3/83/8

3/83/8

7/167/16

1/21/2

9/169/16

11/1611/16

5/85/8

11/1611/16

13/1613/16

15/1615/16

7/87/87/8

11/1611/16

15/815/8

21/221/2

33/833/8

41/441/4

41/451/8

66

73/473/4

95/895/8

91/891/8

121/4121/4

1515

163/4163/4

163/4163/4

201/2201/2201/2

201/2201/2

11/1611/16

3/43/4

13/1613/16

7/87/8

7/815/16

11

11/811/8

13/1613/16

17/1617/16

13/813/8

11/211/2

15/815/8

13/413/4

13/413/413/4

22

1/41/4

5/165/16

5/165/16

3/83/8

3/83/8

7/167/16

1/21/2

1/21/2

5/811/16

9/169/16

11/1611/16

13/1613/16

15/1615/16

7/87/87/8

11/811/8

——

——

——

—5/8

5/85/8

3/43/4

3/43/4

3/43/4

3/43/4

3/43/4

7/87/8

7/87/8

11

111

11

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Standard Channel 3” to 15”

Standard Channel TAB (front)

Page 16: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Standard Channel TAB (back)

StandardChannelsDimensions

ShapesArea

ADepth

d

Web Flange DistanceGrip

Max. Flge.Fas- ten- er

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k

in.2 in. in. in. in. in. in. in. in. in.

C 3 x 4.1x 5x 6

C 4 x 5.4x 7.25

C 5 x 6.7x 9

C 6 x 8.2x 10.5

x 13

C 7 x 9.8x 12.25x 14.75

C 8 x 11.5x 13.75x 18.75

C 9 x 13.4x 15x 20

C 10 x 15.3x 20x 25x 30

C 12 x 20.7x 25x 30

C 15 x 33.9

x 40x 50

1.211.471.76

1.592.13

1.972.64

2.403.093.83

2.873.604.33

3.384.045.51

3.944.415.88

4.495.887.358.82

6.097.358.82

9.9611.814.7

3.03.03.0

4.04.0

5.05.0

6.06.06.0

7.07.07.0

8.08.08.0

9.09.09.0

10.010.010.010.0

12.012.012.0

15,015,015,0

0.1700.2580.356

0.1840.321

0.1900.325

0.2000.3140.437

0.2100.3140.419

0.2200.3030.487

0.2330.2850.448

0.2400.3790.5260.673

0.2820.3870.510

0.4000.5200.716

3/16

1/4

3/8

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1/2

11/16

1/16

1/8

3/16

1/16

3/16

1/8

3/16

1/8

3/16

3/16

1/8

3/16

3/16

1/8

1/8

1/4

1/8

1/8

1/4

1/8

3/16

1/4

5/16

1/8

3/16

1/4

3/16

1/4

3/8

1.4101.4981.596

1.5841.721

1.7501.885

1.9202.0342.157

2.0902.1942.299

2.2602.3432.527

2.4332.4852.648

2.6002.7392.8863.033

2.9423.0473.170

3.4003.5203.716

13/8

11/2

15/8

15/8

13/4

13/4

17/8

17/8

221/8

21/8

21/4

21/4

21/4

23/8

21/2

23/8

21/2

25/8

25/8

23/4

27/8

3

33

31/8

33/8

31/2

33/4

0.2730.2730.273

0.2960.296

0.3200.320

0.3430.3430.343

0.3660.3660.336

0.3900.3900.390

0.4130.4130.413

0.4360.4360.4360.436

0.5010.5010.501

0.6500.6500.650

1/4

1/4

1/4

5/16

5/16

5/16

5/16

5/16

5/16

5/16

3/8

3/8

3/8

3/8

3/8

3/8

7/16

7/16

7/16

7/16

7/16

7/16

7/16

1/2

1/2

1/2

5/8

5/8

5/8

15/8

15/8

15/8

25/8

25/8

31/2

31/2

43/8

43/8

43/8

51/4

51/4

51/4

61/8

61/8

61/8

71/8

71/8

71/8

8888

93/4

93/4

93/4

121/8

121/8

121/8

11/16

11/16

11/16

11/16

11/16

3/4

3/4

13/16

13/16

13/16

7/8

7/8

7/8

15/16

15/16

15/16

15/16

15/16

15/16

1111

11/8

11/8

11/8

17/16

17/16

17/16

––––––

5/16

––

5/16

––

5/16

3/8

5/16

3/8

3/8

3/8

3/8

3/8

3/8

7/16

7/16

7/16

7/16

7/16

7/16

7/16

1/2

1/2

1/2

5/8

5/8

5/8

––––––

5/8

––

5/8

––

5/8

5/8

5/8

5/8

5/8

5/8

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

7/8

7/8

7/8

111

Page 17: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Miscellaneous Channels&

M Shapes 3” to 18”

Misc. Channel TAB (front)

Page 18: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Misc. Channel TAB (back)

Channels Miscellaneous

Dimensions

ShapesArea

ADepth

d

Web Flange DistanceGrip

Max. Flge.Fas- ten- er

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k

in.2 in. in. in. in. in. in. in. in. in.

MC 3 x 7.1

MC 4 x 13.8

MC 6 x 12

MC 6 x 15.1x 16.3

MC 6 x 15.3x 18

MC 7 x 19.1x 22.7

MC 8 x 8.5

MC 8 x1 8.7x 20

MC 8 x 21.4x 22.8

MC 9 x 23.9x 25.4

MC 10 x 6.5

MC 10 x 8.4

MC 10 x 22x 25

MC 10 x2 8.5x 33.6x 41.1

MC 12 x 10.6

2.09

4.02

3.53

4.444.79

4.505.29

5.616.67

2.50

5.505.88

6.286.70

7.027.47

1.91

2.46

6.457.35

8.479.8712.1

3.1

3.00

4.00

6.00

6.006.00

6.006.00

7.007.00

8.00

8.00 8.00

8.00 8.00

9.009.00

10.00

10.00

10.0010.00

10.0010.0010.00

12.00

0.310

0.500

0.310

0.3160.375

0.3400.379

0.3520.503

0.179

0.3530.400

0.3750.427

0.4000.450

0.152

0.170

0.2900.380

0.4250.5750.796

0.190

5/16

1/2

5/16

5/16

3/8

5/16

3/8

3/8

1/2

3/16

3/8

3/8

3/8

7/16

3/8

7/16

1/8

3/16

5/16

3/8

7/16

9/16

13/16

3/16

1/8

1/4

1/8

3/16

3/16

3/16

3/16

3/16

1/4

1/16

3/16

3/16

3/16

3/16

3/16

1/4

1/16

1/16

1/8

3/16

3/16

5/16

3/8

1/8

1.940

2.500

2.497

2.9413.000

3.5003.504

3.4523.603

1.874

2.9783.025

3.4503.502

3.4503.500

1.127

1.500

3.3153.405

3.9504.1004.321

1.500

17/8

21/2

21/2

33

31/2

31/2

31/2

35/8

17/8

33

31/2

31/2

31/2

31/2

11/8

11/2

33/8

33/8

441/8

43/8

11/2

0.350

0.500

0.375

0.4750.475

0.3850.475

0.5000.500

0.311

0.5000.500

0.5250.525

0.5500.550

0.202

0.280

0.5750.575

0.5750.5750.575

0.309

3/8

1/4

3/8

1/2

1/2

3/8

1/2

1/2

1/2

5/16

1/2

1/2

1/2

1/2

9/16

9/16

3/16

1/4

9/16

9/16

9/16

9/16

9/16

5/16

43/8

37/8

37/8

41/4

37/8

43/4

43/4

61/2

53/4

53/4

55/8

55/8

65/8

65/8

91/8

85/8

71/2

71/2

71/2

71/2

71/2

105/8

13/16

11/16

11/16

7/8

11/16

11/8

11/8

3/4

11/8

11/8

13/16

13/16

13/16

13/16

7/16

11/16

11/4

11/4

11/4

11/4

11/4

11/16

3/8

1/2

1/2

3/8

1/2

1/2

1/2

5/16

1/2

1/2

1/2

1/2

9/16

9/16

9/16

9/16

9/16

9/16

9/16

5/8

3/4

3/4

7/8

7/8

7/8

7/8

5/8

7/8

7/8

7/8

7/8

7/8

7/8

7/8

7/8

7/8

7/8

7/8

Page 19: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Channels Miscellaneous

Dimensions

ShapesArea

ADepth

d

Web Flange DistanceGrip

Max. Flge.Fas- ten- er

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k

in.2 in. in. in. in. in. in. in. in. in.

MC 12 x 31x 35x 40x 45x 50

MC 13 x 31.8x 35x 40x 50

MC 18 x 42.7x 45.8x 51.9

x 58

9.1210.311.813.214.7

9.3510.311.814.7

12.613.515.317.1

12.0012.0012.0012.0012.00

13.0013.0013.0013.00

18.0018.0018.0018.00

0.3700.4670.5900.7120.835

0.3750.4470.5600.787

0.4500.5000.6000.800

3/8

7/16

9/16

11/16

13/16

3/8

7/16

9/16

13/16

7/16

1/2

5/8

11/16

3/16

1/4

5/16

3/8

7/16

3/16

1/4

1/4

3/8

1/4

1/4

5/16

3/8

3.6703.7673.8904.0124.135

4.0004.0724.1854.412

3.9504.0004.1004.200

35/8

33/4

37/8

441/8

441/8

41/8

43/8

44

41/8

41/4

.0700

.0700

.0700

.0700

.0700

0.6100.6100.6100.610

0.625 0.625 0.625 0.625

11/16

11/16

11/16

11/16

11/16

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

93/8

93/8

93/8

93/8

93/8

101/4

101/4

101/4

101/4

151/4

151/4

151/4

151/4

15/16

15/16

15/16

15/16

15/16

13/8

13/8

13/8

13/8

13/8

13/8

13/8

13/8

11/16

11/16

11/16

11/16

11/16

9/16

9/16

9/16

5/8

5/8

5/8

5/8

5/8

11111

1111

1111

Page 20: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

M ShapesDimensions

ShapesArea

ADepth

d

Web Flange DistanceGrip

Max. Flge.Fas- ten- er

Thicknesstw

tw— 2

Widthbf

Thicknesstf

T k

in.2 in. in. in. in. in. in. in. in. in.

M 5 x 18.9

M 6 x 4.4

M 8 x 6.5

M 10 x 7.5x 8x 9

M 12 x 10x 10.8x 11.8

M 14 x 18

5.55

1.29

1.92

2.212.352.65

2.943.183.47

5.10

5.00

6.00

8.00

9.999.95

10.00

11.9711.9712.00

14.00

5

6

8

101010

121212

14

0.316

0.114

0.135

0.1300.1410.157

0.1490.1600.177

0.215

5/16

1/8

1/8

1/8

3/16

3/16

3/16

3/16

3/16

3/16

3/16

1/16

1/16

1/16

1/16

1/8

1/16

1/16

1/8

1/8

5.003

1.844

2.281

2.6902.6902.690

3.2503.0653.065

4.000

5

17/8

21/4

23/4

23/4

23/4

31/4

31/8

31/8

4

0.416

0.171

0.189

0.1730.1820.206

0.1800.2100.225

0.270

7/16

3/16

3/16

3/16

3/16

3/16

3/16

1/4

1/4

1/4

31/4

51/8

7

91/8

91/8

87/8

1111

107/8

123/4

7/16

3/16

3/16

3/16

3/16

3/16

3/16

1/4

1/4

1/4

7/8

––

––

3/8

3/8

––

1/2

1/2

3/4

Page 21: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural and Bar AngleEqual and Unequal Legs

ANGLE TAB (front)

Page 22: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

ANGLE TAB (back)

AnglesEqual legs

Properties for designing

Sizeand

Thicknessk

Weight per ft.

AreaAxis X-X Axis Y-Y Axis Z-Z

l S r y l S r x r Tanin. in. lb. in.2 in.4 in.3 in. in. in.4 in.3 in. in. in.

L 1 x 1 x 1/8

L 11/8 x 11/8 x 1/8

L 11/4 x 11/4 x 3/16 x 1/4

L 11/2 x 11/2 x 3/16 x 1/4

L 13/4 x 13/4 x 3/16 x 1/4

L 2 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

L 21/2 x 21/2 x 3/16 x 1/4x 5/16x 3/8x 1/2

L 3 x 3 x 3/16 x 1/4

x 5/16x 3/8x 1/2

L 31/2 x 31/2 x 1/4 x 5/16

x 3/8 x 1/2

1/4

7/32

3/8

7/16

3/8

7/16

7/16

1/2

3/8

7/16

1/2

9/16

5/8

1/2

9/16

5/8

11/16

13/16

1/2

9/16

5/8

11/16

13/16

5/8

11/16

3/4

7/8

0.800

0.900

1.481.92

1.802.34

2.122.77

1.652.443.193.924.7

3.074.15.05.97.7

3.714.96.17.29.4

5.87.28.5

11.1

0.234

0.266

0.4340.563

0.5270.688

0.6210.813

0.4840.7150.9381.151.36

0.9021.191.461.732.25

1.091.441.782.112.75

1.692.092.483.25

0.022

0.032

0.0610.077

0.1100.139

0.1790.227

0.1900.2720.3480.4160.479

0.5470.7090.8490.9841.230

0.9621.241.511.762.22

1.692.092.483.25

0.031

0.040

0.0710.091

0.1040.134

0.1440.227

0.1310.1900.2470.3000.351

0.3030.3940.4820.5660.724

0.4410.5770.7070.8331.07

0.7940.9761.151.49

0.304

0.345

0.3770.369

0.4570.449

0.5370.529

0.6260.6170.6090.6010.594

0.7780.7690.7610.7530.739

0.9390.9300.9220.9130.898

1.091.081.071.06

0.296

0.327

0.3810.403

0.4440.466

0.5060.529

0.5460.5690.5920.6140.636

0.6940.7170.7400.7620.806

0.8200.8420.8650.8880.932

0.9680.9901.011.06

0.022

0.032

0.0610.077

0.1100.139

0.1790.227

0.1900.2720.3480.4160.479

0.5470.7030.8490.9841.230

0.9621.241.511.762.22

2.012.452.873.64

0.031

0.040

0.0710.091

0.1040.134

0.1440.227

0.1310.1900.2470.3000.351

0.3030.3940.4820.5660.724

0.4410.5770.7070.8331.07

0.7940.9761.151.49

0.304

0.345

0.3770.369

0.4570.449

0.5370.529

0.6260.6170.6090.6010.594

0.7780.7690.7610.7530.739

0.9390.9300.9220.9130.898

1.091.081.071.06

0.296

0.327

0.3810.403

0.4440.466

0.5060.529

0.5460.5690.5920.6140.636

0.6940.7170.7400.7620.806

0.8200.8420.8650.8880.932

0.9680.9901.011.06

0.196

0.221

0.2440.243

0.2930.292

0.3430.341

0.3980.3940.3910.3900.389

0.4950.4910.4890.4870.487

0.5960.5920.5890.5870.584

0.6940.6900.6870.683

1.000

1.000

1.0001.000

1.0001.000

1.0001.000

1.0001.0001.0001.0001.000

1.0001.0001.0001.0001.000

1.0001.0001.0001.0001.000

1.0001.0001.0001.000

Page 23: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

AnglesEqual legs

Properties for designing

Sizeand

Thicknessk

Weight per ft.

AreaAxis X-X Axis Y-Y Axis Z-Z

l S r y l S r x r Tanin. in. lb. in.2 in.4 in.3 in. in. in.4 in.3 in. in. in.

L 4 x 4 x 1/4 x 5/16 x 3/8 x 1/2

x 5/8 x 3/4

L5 x 5 x 5/16 x 3/8 x 1/2

x 5/8x 3/4

L 6 x 6 x 5/16 x 3/8 x 1/2

x 5/8x 3/4x 1

L 8 x 8 x 1/2 x 5/8x 3/4x 1

x 11/8

5/8

11/16

3/4

7/8

111/8

13/16

7/8

111/8

11/4

13/16

7/8

111/8

11/4

11/2

11/8

11/4

13/8

15/8

13/4

6.68.29.8

12.815.718.5

10.312.316.220.023.6

12.414.919.624.228.737.4

26.432.738.951.056.9

1.942.402.863.754.615.44

3.033.614.755.866.94

3.654.365.757.118.4411.0

7.759.6111.415.016.7

1.942.402.863.754.615.44

7.428.7411.313.615.7

13.015.419.924.228.235.5

48.659.469.789.089.0

1.051.291.521.972.402.81

2.042.423.163.864.53

2.973.534.615.666.668.57

8.3610.312.215.817.5

1.251.241.231.221.201.19

1.571.561.541.521.51

1.891.881.861.841.831.80

2.502.492.472.442.42

1.091.121.141.181.231.27

1.371.391.431.481.52

1.621.641.681.731.781.86

2.192.232.282.372.41

3.043.714.365.566.667.67

7.428.7411.313.615.7

13.015.419.924.228.235.5

48.659.469.789.098.0

1.051.291.521.972.402.81

2.042.423.163.864.53

2.973.534.615.666.668.57

8.3610.312.215.817.5

1.251.241.231.221.201.19

1.571.561.541.521.51

1.891.881.861.841.831.80

2.502.492.472.442.42

1.091.121.141.181.231.27

1.371.391.431.481.52

1.621.641.681.731.781.86

2.192.232.282.372.41

0.7950.7910.7880.7820.7790.778

0.9940.9900.9830.9780.975

1.201.191.181.181.171.17

1.591.581.581.561.56

1.0001.0001.0001.0001.0001.000

1.0001.0001.0001.0001.000

1.0001.0001.0001.0001.0001.000

1.0001.0001.0001.0001.000

Page 24: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

AnglesUnequal legs

Properties for designing

Sizeand

Thicknessk

Weight per ft.

AreaAxis X-X Axis Y-Y Axis Z-Z

l S r y l S r x r Tanin. in. lb. in.2 in.4 in.3 in. in. in.4 in.3 in. in. in.

L 21/2 x 2 x 3/16x 1/4

x 5/16x 3/8

L 3 x 2 x 3/16x 1/4

x 5/16x 3/8x 1/2

L 3 x 21/2 x 3/16x 1/4

x 5/16 x 3/8 x 1/2

L 31/2 x 21/2 x 1/4 x 5/16 x 3/8 x 1/2

L 31/2 x 31/2 x 1/4 x 5/16

x 3/8 x 1/2

L 4 x 3 x 1/4 x 5/16

x 3/8 x 1/2

L 4 x 31/2 x 1/4 x 5/16 x 3/8 x 1/2

1/2

9/16

5/8

11/16

1/2

9/16

5/8

11/16

13/16

9/16

5/8

11/16

3/4

7/8

11/16

3/4

13/16

15/16

5/8

11/16

3/4

7/8

11/16

3/4

13/16

15/16

11/16

3/4

13/16

15/16

2.753.624.55.3

3.074.15.05.97.7

3.394.55.66.68.5

4.96.17.29.4

5.87.28.5

11.1

5.87.28.5

11.1

6.27.79.1

11.9

0.8091.061.311.55

0.9021.191.461.732.25

0.9961.311.621.922.50

1.441.782.112.75

1.692.092.483.25

1.692.092.483.25

1.812.252.673.50

0.5090.6540.7880.912

0.8421.09

1.3201.53

1.920

0.9071.171.421.662.08

1.441.782.112.75

1.692.092.483.25

1.692.092.483.25

1.812.252.673.50

0.2930.3810.4660.547

0.4150.5420.6640.7811.00

0.4300.5610.6880.8101.04

0.7550.9271.091.41

0.7940.9761.151.49

1.001.231.461.89

1.031.261.491.94

0.7930.7840.7760.768

0.9660.9570.9480.9400.924

0.9540.9450.9370.9280.913

1.121.111.101.09

1.091.081.071.06

1.281.271.261.25

1.271.261.251.23

0.7640.7870.8090.831

0.9700.9931.021.041.08

0.8880.9110.9330.9561.00

1.111.141.161.20

0.9680.9901.011.06

1.241.261.281.33

1.161.181.211.25

0.2910.3720.4460.514

0.3070.3920.4700.5430.672

0.5770.7430.8981.041.30

0.7770.9391.091.36

2.012.452.873.64

1.361.651.922.42

2.092.552.953.79

0.1960.2540.3100.363

0.2000.2600.3170.3710.474

0.3100.4040.4940.5810.744

0.4120.5040.5920.760

0.7940.976

1.151.49

0.5990.7340.8661.12

0.8080.9941.171.52

0.6000.5920.5840.577

0.5830.5740.5670.5590.546

0.7610.7530.7440.7360.722

0.7350.7270.7190.704

1.091.081.071.06

0.8960.8870.8790.864

1.071.071.061.04

0.5140.5370.5590.581

0.4700.4930.5160.5390.583

0.6380.6610.6830.7060.750

0.6140.6370.6600.705

0.9680.9901.011.06

0.7360.7590.7820.827

0.9090.9320.9551.00

0.4270.4240.4220.420

0.4390.4350.4320.4300.428

0.5330.5280.5250.5220.520

0.5440.5400.5370.534

0.6940.6900.6870.683

0.6510.6470.6440.639

0.7340.7300.7270.722

0.6310.6260.6200.614

0.4460.4400.4350.4280.414

0.6880.6840.6800.6760.667

0.5060.5010.4960.486

1.0001.0001.0001.000

0.5590.5540.5510.543

0.7590.7570.7550.750

Page 25: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

AnglesUnequal legs

Properties for designing

Sizeand

Thicknessk

Weight per ft.

AreaAxis X-X Axis Y-Y Axis Z-Z

l S r y l S r x r Tanin. in. lb. in.2 in.4 in.3 in. in. in.4 in.3 in. in. in.

L 5 x 3 x 1/4 x 5/16

x 3/8 x 1/2

x 5/8

L 5 x 31/2 x 1/4 x 5/16 x 3/8 x 1/2

x 5/8x 3/4

L 6 x 31/2 x 5/16 x 3/8

x 1/2

L 6 x 4 x 5/16 x 3/8

x 1/2 x 5/8x 3/4

L 7 x 4 x 3/8x 1/2x 5/8x 3/4

L 8 x 4 x 1/2x 3/4x 1

3/4

13/16

7/8

11

3/4

13/16

7/8

111/8

11/4

13/16

7/8

1

13/16

7/8

111/8

11/4

7/8

111/8

11/4

111/4

11/2

6.68.29.8

12.815.7

7.08.7

10.413.616.819.8

9.811.715.3

10.312.316.220.023.6

13.617.922.126.2

19.628.737.4

1.942.402.863.754.61

2.062.563.054.004.925.81

2.873.424.50

3.033.614.755.866.94

3.985.256.487.69

5.758.4411.0

5.116.267.379.4511.4

5.396.607.789.9912.013.9

10.912.916.6

11.413.517.421.124.5

20.626.732.437.8

38.554.969.6

1.531.892.242.913.55

1.571.942.292.993.654.28

2.733.244.24

2.793.324.335.316.25

4.445.817.148.42

7.4910.914.1

1.621.611.611.591.57

1.621.611.601.581.561.55

1.951.941.92

1.941.931.911.901.88

2.272.252.242.22

2.592.552.52

1.661.681.701.751.80

1.561.591.611.661.701.75

2.012.042.08

1.921.941.992.032.08

2.372.422.462.51

2.862.953.05

1.441.752.042.583.06

2.232.723.184.054.835.55

2.853.344.25

4.184.906.277.528.68

5.106.537.849.05

6.749.3611.6

0.6140.7530.8881.151.39

0.8301.021.211.561.902.22

1.041.231.59

1.351.602.082.542.97

1.632.122.583.03

2.153.073.94

0.8610.8530.8450.8290.815

1.041.031.021.01

0.9910.977

0.9960.9980.972

1.171.171.151.131.12

1.131.111.101.09

1.081.051.03

0.6570.6810.7040.7500.796

0.8140.8380.8610.9060.9510.996

0.7630.7870.833

0.9180.9410.9871.031.08

0.8700.9170.9631.01

0.8590.9531.05

0.6630.6580.6540.6480.644

0.7700.7760.7620.7550.7510.748

0.7720.7670.759

0.8820.8770.8700.8640.860

0.8800.8720.8650.860

0.8650.8520.846

0.3710.3680.3640.3570.349

0.4920.4890.4860.4790.4720.464

0.3520.3500.344

0.4480.4460.4400.4350.428

0.3400.3350.3290.324

0.2670.2580.247

Page 26: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

AnglesUnequal legs

Properties for designing

Sizeand

Thicknessk

Weight per ft.

AreaAxis X-X Axis Y-Y Axis Z-Z

l S r y l S r x r Tanin. in. lb. in.2 in.4 in.3 in. in. in.4 in.3 in. in. in.

L 8 x 6 x 7/16x 1/2x 5/8x 3/4x 1

L 9 x 4 x 5/8x 9/16x 1/2

15/16

111/8

11/4

11/2

111/16

11/8

20.223.028.533.844.2

21.323.826.3

5.936.758.369.9413.0

6.257.007.73

39.244.354.163.480.8

53.259.164.9

7.078.029.8711.715.1

9.3410.411.5

2.572.562.542.532.49

2.922.912.90

2.452.472.522.562.65

3.313.333.36

19.321.726.330.738.8

6.927.638.32

4.234.795.886.928.92

2.172.412.65

1.801.791.771.761.73

1.051.041.04

1.451.471.521.561.65

0.8100.8340.810

1.311.301.291.291.28

0.8540.8500.847

0.5600.5580.5540.5510.543

0.2200.2180.216

Page 27: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Square TubingAll Sizes

Square Tubing TAB (front)

Page 28: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Square TubingTAB (back)

Structural TubingSquare

Dimensions and Properties

Square Tube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

Square Tube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

2 x 2 x 1/8x 3/16x 1/4

21/4 x 21/4 x 1/8x 3/16x 1/4

21/2 x 21/2 x 1/8x 3/16x 1/4

x 5/16

3 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8

31/2 x 31/2x 1/8x 3/16x 1/4

x 5/16x 3/8

4 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

41/2 x 41/2 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

0.1160.1740.233

0.1160.1740.233

0.1160.1740.2330.291

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.3490.465

3.044.305.38

3.474.946.23

3.905.577.088.40

4.756.858.78

10.5312.09

5.608.13

10.4812.6514.65

6.459.40

12.1814.7817.2021.50

7.3010.6813.8816.9119.7524.90

0.8401.191.51

0.9561.371.74

1.071.541.972.35

1.031.892.442.943.39

1.542.242.913.524.09

1.772.583.374.104.786.02

2.002.933.844.685.486.95

5 x 5 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

51/2 x 51/2 x 1/8x 3/16x 1/4

x 5/16x 3/8

6 x 6 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

7 x 7 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

8 x 8 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.4650.581

0.1160.1740.2330.2910.3490.4650.581

0.1160.1740.2330.2910.3490.4650.581

8.1511.9615.5819.0322.3028.30

9.0013.2317.2821.1624.85

9.8514.5118.9923.2927.4135.1142.10

11.5517.0622.3927.5432.5141.9150.60

13.2519.6125.7931.7937.6148.7259.11

2.233.284.305.266.187.88

2.463.634.775.856.88

2.703.985.246.437.589.7411.7

3.164.676.177.598.9711.614.0

3.625.377.108.7610.413.516.4

Page 29: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural TubingSquare

Dimensions and Properties

Square Tube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

Square Tube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

9 x 9 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

10 x 10 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

0.1160.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

14.9522.1629.1936.0542.7255.5367.62

24.7232.6040.3047.8262.3376.13

4.096.068.039.9211.815.318.7

6.768.9611.113.217.221.0

12 x 12 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

14 x 14 x 5/16x 3/8x 1/2x 5/8

16 x 16 x 5/16x 3/8x 1/2x 5/8

0.1740.2330.2910.3490.4650.581

0.2910.3490.4560.581

0.2910.3490.4560.581

29.8239.4048.8158.0375.9493.14

57.3168.2489.55

110.00

65.8278.45

103.00127.00

8.1510.813.416.020.925.7

15.718.724.630.3

18.121.528.335.0

Page 30: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange
Page 31: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Rectangular Tubing TAB (front)

Rectangular Tubing / PipeAll Sizes

Page 32: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Rectangular Tubing TAB (back)

Structural TubingRectangular

Dimensions and Properties

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

2 x 1 x 1/8x 3/16

2 x 11/2 x 1/8x 3/16

21/4 x 2 x 1/83/16

21/2 x 1 x 1/8x 3/16

21/2 x 11/2 x 1/8x 3/16x 1/4

21/2 x 2 x 1/8x 3/16x 1/4

3 x 1 x 1/8x 3/16

3 x 11/2 x 1/8x 3/16x 1/4

3 x 2 x 1/8x 3/16x 1/4

x 5/16

3 x 21/2 x 1/8x 3/16x 1/4

x 5/16

0.1160.174

0.1160.174

0.1160.174

0.1160.174

0.1160.1740.233

0.1160.1740.233

0.1160.174

0.1160.1740.233

0.1160.1740.2330.291

0.1160.1740.2330.291

2.193.03

2.623.67

3.264.63

2.623.67

3.044.315.38

3.474.956.23

3.044.31

3.474.956.23

3.905.597.088.41

4.326.237.939.47

0.6080.845

0.7241.02

0.8981.28

0.7241.02

0.8401.191.51

0.9561.371.74

0.8401.19

0.9561.371.74

1.071.541.972.35

1.191.712.212.64

31/2 x 11/2 x 1/8x 3/16x 1/4

31/2 x 2 x 1/8x 3/16x 1/4

31/2 x 21/2 x 1/8x 3/16x 1/4

x 5/16x3/8

4 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

4 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8

5 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

5 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

0.1160.1740.233

0.1160.1740.223

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.465

3.905.597.08

4.326.237.93

4.756.878.78

10.5412.09

4.756.878.78

10.5412.09

5.608.15

10.4812.6714.65

5.608.15

10.4812.6714.65

6.459.43

12.1814.8017.2021.50

1.071.541.97

1.191.712.21

1.301.892.442.943.39

1.301.892.442.943.39

1.542.242.913.524.09

1.542.242.913.524.09

1.772.583.374.104.786.02

Page 33: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural TubingRectangular

Dimensions and Properties

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

5 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

6 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

6 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

6 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

6 x 5 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

7 x 2 x 1/8x 3/16x 1/4

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.3490.465

0.1160.1740.233

7.3010.7013.8816.9319.7524.90

6.459.43

12.1814.8017.20

7.3010.7013.8816.9319.7524.90

8.1511.9815.5819.0622.3028.30

9.0013.2617.2821.1924.8531.71

7.3010.7013.88

2.002.933.844.685.486.95

1.772.583.374.104.78

2.002.933.844.685.486.95

2.233.284.305.266.187.88

2.463.634.775.856.888.81

2.002.933.84

7 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

7 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

7 x 5 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

8 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

8 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.3490.465

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.465

8.1511.9815.5819.0622.3028.30

9.0013.2617.2821.1924.8531.71

9.8514.5418.9923.3227.4135.11

8.1511.9815.5819.0622.30

9.0013.2617.2821.1924.8531.71

2.233.284.305.266.187.88

2.463.634.775.856.888.81

2.703.985.246.437.589.74

2.233.284.305.266.18

2.463.634.775.856.888.81

Page 34: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural TubingRectangular

Dimensions and Properties

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

8 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

8 x 6 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

9 x 3 x 3/16x 1/4

x 5/16x 3/8x 1/2

9 x 5 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

9 x 7 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

0.1160.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.465

0.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

9.8514.5418.9923.3227.4135.1142.10

17.1022.3927.5832.5141.9150.60

14.5418.9923.3227.4135.11

17.1022.3927.5832.5141.9150.60

19.6625.7931.8437.6148.7259.11

2.703.985.246.437.589.7411.7

4.676.177.598.9711.614.0

3.985.246.437.589.74

4.676.177.598.9711.614.0

5.377.108.7610.413.516.4

10 x 2 x 1/8x 3/16x 1/4

x 5/16x 3/8

10 x 3 x 1/8x 3/16x 1/4

x 5/16x 3/8

10 x 4 x 1/8x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

10 x 5 x 3/16x 1/4

x 5/16x 3/8

10 x 6 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.349

0.1160.1740.2330.2910.3490.4650.581

0.1740.2330.2910.349

0.1740.2330.2910.3490.4650.581

9.8514.5418.9923.3227.41

10.7015.8220.6925.4529.96

11.5517.1022.3927.5832.5141.9150.60

18.3824.0929.7135.06

19.6625.7931.8437.6148.7259.11

2.703.985.246.437.58

2.934.325.707.018.27

3.164.676.177.598.9711.614.0

5.026.638.179.67

5.377.108.7610.413.516.4

Page 35: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural TubingRectangular

Dimensions and Properties

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

10 x 8 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

12 x 2 x 3/16x 1/4

x 5/16

12 x 3 x 3/16x 1/4

x 5/16

12 x 4 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

12 x 6 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

12 x 8 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

0.1740.2330.2910.3490.4650.581

0.1740.2330.291

0.1740.2330.291

0.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

22.2229.1936.1042.7255.5367.62

17.1022.3927.58

18.3824.0929.71

19.6625.7931.8437.6148.7259.11

22.2229.1936.1042.7255.5367.62

24.7832.6040.3647.8262.3376.13

6.068.039.9211.815.318.7

4.676.177.59

5.026.638.17

5.377.108.7610.413.516.4

6.068.039.9211.815.318.7

6.768.9611.113.217.221.0

12 x 10 x 1/4x 5/16x 3/8x 1/2

14 x 4 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

14 x 6 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

14 x 10 x 1/4x 5/16x 3/8x 1/2x 5/8

16 x 4 x 3/16x 1/4

x 5/16x 3/8x 1/2x 5/8

16 x 8 x 1/4x 5/16x 3/8x 1/2x 5/8

0.2330.2910.3490.465

0.1740.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

0.2330.2910.3490.4650.581

0.1740.2330.2910.3490.4650.581

0.2330.2910.3490.4650.581

36.0044.6252.9369.14

22.1229.2536.0942.7555.5367.59

24.6632.6640.3547.8662.3376.09

39.4848.8758.0775.9493.10

24.6632.6640.3547.8662.3376.09

39.4848.8758.0775.9493.10

9.9012.214.619.0

6.068.039.9211.815.318.7

6.768.9611.113.217.221.0

10.813.416.020.925.7

6.768.9611.113.217.221.0

10.813.416.020.925.7

Page 36: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Structural TubingRectangular

Dimensions and Properties

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

RectangularTube

DesignWall

Thick-ness, t

Nominalwt.

AreaA

in. lb./ft. in.2 in. lb./ft. in.2

16 x 12 x 5/16x 3/8x 1/2x 5/8

18 x 6 x 1/4x 5/16x 3/8x 1/2x 5/8

20 x 4 x 1/4x 5/16x 3/8x 1/2

0.2910.3490.4650.581

0.2330.2910.3490.4650.581

0.2330.2910.3490.465

57.3868.2989.55

110.00

39.4848.8758.0775.9493.10

39.4848.8758.0775.94

15.718.724.630.3

10.813.416.020.925.7

10.813.416.020.9

20 x 8 x 5/16x 3/8x 1/2x 5/8

20 x 12 x 5/16x 3/8x 1/2x 5/8

0.2910.3490.4650.581

0.2910.3490.4650.581

57.3168.2989.55

110.00

65.8278.45

103.00127.00

15.718.724.630.3

18.121.528.335.0

Page 37: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Dimensions Weight per ft.lbs.

Plain Ends

PropertiesSchedule

No.NominalDiameter

in.

OutsideDiameter

in.

InsideDiameter

in.

WallThickness

in.

Ain.2

lin.4

Sin.3

r in.

Standard Weight1/2

3/4

111/4

11/2

221/2

331/2

45681012

.8401.0501.3151.6601.9002.3752.8753.5004.0004.5005.5636.6258.625

10.75012.750

.622

.8241.0491.3801.6102.0672.4693.0683.5484.0265.0476.0657.981

10.02012.000

.851.131.682.272.723.655.797.589.11

10.7914.6218.9728.5540.4849.56

.250

.333

.494

.669

.7991.071.702.232.683.174.305.588.4011.914.6

.017

.037

.087

.195

.310

.6661.533.024.797.2315.228.172.5161279

.041

.071

.133

.235

.326

.5611.061.722.393.215.458.5016.829.943.8

.041

.071

.133

.235

.326

.5611.061.722.393.215.458.5016.829.943.8

.261

.334

.421

.540

.623

.787

.9471.161.341.511.882.252.943.674.38

4040404040404040404040404040––

Extra Strong

1/2

3/4

111/4

11/2

221/2

331/2

4568

1012

.8401.0501.3151.6601.9002.3752.8753.5004.0004.5005.5636.6258.625

10.75012.750

.546

.742

.9571.2781.5001.9392.3232.9003.3643.8264.8135.7617.6259.750

11.750

.147

.154

.179

.191

.200

.218

.276

.300

.318

.337

.375

.432

.500

.500

.500

1.091.472.173.003.635.027.66

10.2512.5014.9820.7828.5743.3954.7465.42

.320

.433

.639

.8811.071.482.253.023.684.416.118.4012.816.119.2

.020

.045

.106

.242

.391

.8681.923.896.289.6120.740.5106212362

.048

.085

.161

.291

.412

.7311.342.233.144.277.4312.224.539.456.7

.250

.321

.407

.524

.605

.766

.9241.141.311.481.842.192.883.634.33

8080808080808080808080808060––

Double-Extra Strong

221/2

34568

2.3752.8753.5004.5005.5636.6258.625

1.5031.7712.3003.1524.0634.8976.875

.436

.552

.600

.674

.750

.864

.875

9.0313.6918.5827.5438.5553.1672.42

2.664.035.478.1011.315.621.3

1.312.875.9915.333.666.3162

1.102.003.426.7912.120.037.6

.703

.8441.051.371.722.062.76

––––––––––––––

The listed sections are available in conformance with ASTM Specification A53 Grade B or A501. Other sections are made to these specifications. Consult with pipe manufacturers or distributors for availability.

PipeDimensions and Properties

Page 38: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange
Page 39: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Universal Mill Plate&

Plate

PLATE TAB (front)

Page 40: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Universal Mill Plate & Plate

Plate

Size WeightPer Plate Size Weight

Per Plate

3/16 7.66# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360

245.05306.32367.58612.63306.32382.90459.47765.791148.69367.58459.47551.37918.951378.42428.84536.05643.261072.111608.16612.63735.161225.261837.90

1/4 10.21# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360

326.71408.38490.06816.77408.38510.48612.581020.961531.44490.06612.58735.091225.151837.73571.74714.67857.611429.342144.02816.77980.121633.542450.30

PLATE TAB (back)

Universal Mill PlateWeight in Pounds

Size PerFoot 20’ Size Per

Foot 20’ Size Per Foot 20’

1/4 x 9 x 10x 12

5/16 x 9x 10x 12

3/8 x 9x 10x 12

7.668.51

10.21

9.5710.6412.76

11.492.76

15.31

153.14170.16204.19

191.43212.70255.24

229.72255.24306.29

1/2 x 9x 10x 12

5/8 x 9x 10x 12

3/4 x 9x 10x 12

15.3117.0220.42

19.1421.2725.52

22.9725.5230.63

306.29340.32408.38

382.86425.40510.48

459.43510.48612.57

1 x 9x 10x 12

11/4 x 10x 12

11/2 x 10x 12

30.6334.0340.84

42.5451.05

51.0561.26

612.58680.64816.77

850.801020.96

1020.961255.15

Page 41: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Plate

Size WeightPer Plate Size Weight

Per Foot

1/4 10.21# / Sq. Ft96 x 480

120 x 240x 360x 480

5/16 12.76# / Sq. Ft48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360x 480

120 x 240x 360x 480

3267.072041.923062.884083.84

408.41510.51612.611021.02510.51638.14765.761276.271914.41612.61765.76918.921531.532297.29714.71893.391072.071786.782680.171021.021225.222042.043063.054084.082552.243828.825104.48

3/8 15.31# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360x 480

120 x 240x 360x 480

7/16 17.87# / Sq. Ft.

490.06612.58735.091225.15612.58765.72918.861531.442297.16735.09918.861102.641837.732756.59857.611072.011286.412144.023216.021225.151470.182450.303675.464900.613062.884594.326125.76

Plate

Page 42: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Plate

Size WeightPer Plate Size Weight

Per Plate

1/2 20.42# / Sq. Ft48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360x 480

120 x 240x 360x 480

9/16 22.97# / Sq. Ft.

5/8 25.52# / Sq. Ft.48 x 96

x 12060 x 120

x 24072 x 120

x 24084 x 120

x 240

653.41816.77980.121633.54816.771020.961225.152041.923062.88980.121225.151470.182450.303675.461143.481429.341715.212858.694288.031633.541960.253267.074900.616534.144083.846125.768167.68

816.771020.961276.202552.401531.443062.881786.683573.36

5/8 25.52# / Sq. Ft.96 x 120

x 240x 360

11/16 28.08# / Sq. Ft.

3/4 30.63# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

84 x 96x 120x 144x 240x 360

96 x 120x 144x 240x 360x 480

120 x 240x 360x 480

2041.924083.846125.76

980.121225.151470.182450.301225.151513.441837.733062.884594.321470.181837.732205.273675.465513.181715.222144.022572.824288.036432.052450.312940.364900.617350.919801.226125.769188.6412251.52

Plate

Page 43: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Plate

Size WeightPer Plate Size Weight

Per Plate

13/16 33.18# / Sq. Ft.

7/8 35.73# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240

72 x 120x 240

84 x 120x 240

96 x 120x 240x 360

15/16 38.29# / Sq. Ft.

1 40.84# / Sq. Ft.48 x 96

x 120x 144x 240

60 x 96x 120x 144x 240x 360

72 x 96x 120x 144x 240x 360

1143.481429.351715.212858.691429.341786.682144.023573.362144.024288.032501.355002.702858.695717.388576.06

1306.831633.541960.243267.081633.542041.922450.304083.846125.761960.242450.302940.364900.617350.91

1 40.84# / Sq. Ft.84 x 96

x 120x 144x 240x 340

96 x 120x 144 x 240x 360x 480

120 x 240x 360x 480

1 1/8 45.94# / Sq. Ft.

1 1/4 51.05# / Sq. Ft.48 x 96

x 12060 x 120

x 24072 x 120

x 24084 x 120

x 24096 x 120

x 240x 360

1 3/16 48.50# / Sq. Ft.

1 3/8 56.15# / Sq. Ft.

2286.952858.693430.435717.388576.063267.073920.496534.149804.2213068.298167.6812251.5216335.36

1633.532041.922552.405104.803062.886125.763573.367146.724083.448167.6812251.52

Plate

Page 44: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Plate

Size WeightPer Plate Size Weight

Per Plate

1 1/2 61.26# / Sq. Ft.48 x 96

x 12060 x 120

x 24072 x 120

x 24084 x 120

x 24096 x 120

x 240x 360

1 5/8 66.36# / Sq. Ft.

1 3/4 71.47# / Sq. Ft.48 x 96

x 12060 x 120

x 24072 x 120

x 24084 x 120

x 24096 x 120

x 240x 360

1960.242450.303062.886125.763675.457350.914288.038576.064900.609801.2214701.80

2286.952858.683573.367146.724288.038576.065002.7010005.415717.3711434.7517152.13

1 7/8 76.57# / Sq. Ft.

2 81.68# / Sq. Ft.48 x 96

x 12060 x 120

x 24072 x 120

x 24084 x 120

x 24096 x 120

x 240x 360

2613.663267.074083.848167.684900.619801.615717.3711434.756534.1413068.2919602.43

Plate

Page 45: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

StripFlat Bar

Round Bar Square Bar

Rebar

Strip, Flat, round...TAB (front)

Page 46: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Hot Rolled Strip Hot Rolled Flat BarWeight in Pounds Weight in Pounds

Size PerFoot 20’ Size Per

Foot 20’ Size Per Foot 20’ Size Per

Foot 20’

1/8 x 1/2x 5/8x 3/4x 7/8x 1

x 11/4

x 11/2

x 13/4

x 2x 21/4

x 21/2

x 23/4

x 3x 31/2

x 4x 41/2

x 5x 6x 7x 8

x 10x 12x 16

0.2130.2660.3190.3720.4250.5310.6380.7440.8500.9561.0631.1691.2751.4881.7001.9132.1252.5502.9753.4004.2505.1006.800

4.265.326.387.448.50

10.6212.7614.8817.0019.1221.2623.3825.5029.7634.0038.2642.5051.0059.5068.0085.00

102.00136.00

3/16 x 1/2x 5/8x 3/4x 7/8x 1

x 11/4

x 11/2

x 13/4

x 2x 21/4

x 21/2

x 23/4

x 3x 31/2

x 4x 5

6x 7x 8

x 10x 12

0.3190.3980.4780.5580.6380.7970.9561.1201.2801.4301.5941.7531.9132.2302.5503.1883.8254.4635.1006.3757.650

6.387.969.56

11.1612.7615.9419.1222.4025.6028.6031.8835.0638.2644.6051.0063.7676.5089.25

102.00127.50153.00

7/8 x 6x 7x 8

1 x 11/2

x 2x 21/2

x 3x 31/2

x 4x 41/2

x 5x 6x 7x 8

11/8 x 2x 21/2

x 3x 4 x 5x 6

11/4 x 2x 21/2

x 3x 4 x 5x 6x 7x 8

17.8520.8323.80

5.106.808.50

10.2011.9013.6015.3017.0020.4023.8027.20

7.659.56

11.4815.3019.1322.95

8.5010.6312.7517.0021.2525.5029.7534.00

357.00416.60470.00

102.00136.00170.00204.00238.00272.00306.00340.00408.00476.00544.00

153.00191.20229.60306.00382.00459.00

170.00212.50255.00340.00425.00510.00595.00680.00

11/2 x 2x 21/2

x 3x 4 x 5x 6x 7x 8

13/4 x 4x 41/2

x 5x 6x 7x 8

2 x 21/2

x 3x 4 x 5x 6x 7x 8

10.2012.7515.3020.4025.5030.6035.7040.80

23.8026.7729.7535.7041.6547.60

17.0020.4027.2034.0040.8047.6054.40

204.00255.00306.00408.00510.00612.00714.00816.00

476.00535.40595.00714.00833.00952.00

340.00408.00544.00680.00816.00952.00

1088.00

Hot Rolled Strip & Hot Rolled Flat Bar

Strip, Flat,round...TAB (back)

Page 47: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Hot Rolled Round BarTheoretical Weight in Pounds

Size Per Foot(1) 20’ Size Per

Foot (1) 20’ Size Per Foot (1) 20’

1/4

5/16

3/8

7/16

1/2

9/16

5/8

3/4

7/8

111/8

11/4

13/8

11/2

15/8

13/4

17/8

2

0.1670.2610.3760.5110.6680.8451.0431.5002.0402.6703.3804.1705.0506.0107.0508.1809.390

10.680

3.345.227.52

10.2213.3616.9020.8630.0040.8053.4067.6083.40

101.00120.20141.00163.60187.80213.60

21/8

21/4

23/8

21/2

25/8

23/4

331/4

31/2

35/8

33/4

441/4

41/2

43/4

551/4

51/2

12.06013.52015.06016.69018.40020.19024.03028.21032.17035.09037.55042.7348.2354.0860.2566.7673.6080.78

241.20270.40301.20333.80368.00403.80480.60564.20654.20701.80751.00854.60964.60

1081.601205.001335.201472.001615.60

53/4

661/4

61/2

63/4

771/4

71/2

73/4

881/4

81/2

991/2

10101/2

12

88.2996.13

104.31112.82121.67130.85140.36150.21160.40170.90181.75192.93216.30241.00267.04294.40384.53

1765.801922.602086.202256.402433.402617.002807.203004.203208.003418.003635.003858.604326.004820.005340.805888.007690.60

Hot Rolled Square BarWeight in Pounds

Size Per Foot 20’ Size Per

Foot 20’ Size Per Foot 20’

1/4

5/16

3/8

7/16

1/2

9/16

5/8

3/4

7/8

1

0.2130.3320.4780.6510.8501.0801.3301.9102.6003.400

4.266.649.56

13.0217.0021.6026.6038.2052.0068.00

11/8

11/4

13/8

11/2

15/8

13/4

17/8

221/4

21/2

4.3005.3106.4307.6508.980

10.41011.95013.60017.21021.250

86.00106.20128.60153.00179.60208.20239.00272.00344.20425.00

25/8

23/4

331/4

31/2

441/2

56

23.43025.71030.60035.91041.65054.40068.85085.000

122.400

468.60514.20612.00718.20833.00

1088.001377.001700.002448.00

Hot Rolled Round Bar &Hot Rolled Square Bar

Page 48: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

RebarBar Size

DesignationWeight Pounds

Per FootNominal Diameter

InchesCross SectionalArea-Sq. Inches

PerimeterInches

#3

#4

#5

#6

#7

#8

#9

#10

#11

#14

#18

0.375

0.668

1.043

1.502

2.044

2.670

3.400

4.303

5.313

7.650

13.600

0.376

0.500

0.625

0.750

0.875

1.000

1.128

1.270

1.410

1.693

2.257

0.11

0.20

0.31

0.44

0.60

0.79

1.00

1.27

1.56

2.25

4.00

1.178

1.571

1.963

2.356

2.749

3.142

3.544

3.990

4.430

5.320

7.090

Rebar

Page 49: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

InformationTables

Information Table TAB (front)

Page 50: Wide Flange Beams - West Chester, PA · PDF fileWide Flange Beams 4” to 44” Sections Wide Flange/H Pile TAB (front) Wide Flange/H Pile TAB (front) Shapes Area A Depth d Web Flange

Information Table TAB (back)

Standard Mil l PracticeMethods of increasing areas

and weights by spreading rol ls

Figure 4

AnglesTo vary area and weight for a given leg length, the thickness of each leg is changed. Note that leg length is changed slightly by this method (Fig. 4).

Figure 3

Constant for a given nominal size

Constant for a given nominal size

(except S24 and S20)

Figure 2

S Shapes and American Standard ChannelsTo vary the area and weight within a given nominal size, the web thickness and the flange width are changed by an equal amount, as shown in Figs. 2 and 3.

W ShapesTo vary the area and weight within a given nominal size, the flange width, the flange thickness and the web thickness are changed, as shown in Fig. 1.

Constant for a given nominal size

Figure 1

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All beams are straightened after rolling to meet permissible variations for sweep and camber listed herein after for W shapes and S shapes. The following data refers to the subsequent cold cambering of beams to produce a predetermined dimension.

The maximum lengths that can be cambered depend on the length to which a given section can be rolled, with a maximum of 100 ft. The following table outlines the maximum and minimum induced camber of W shapes and S shapes.

Consult the producer for specific camber and/or lengths outside the above listed available lengths and sections.

Mill camber in beams of less depth than tabulated should not be specified.

A single minimum value for camber, within the ranges shown above for the length ordered, should be specified.

Camber is measured at the mill and will not necessarily be present in the same amount in the section of beam as received due to release of stress induced during the cambering operation. In general, 75% of the specified camber is likely to remain.

Camber will approximate a simple regular curve nearly the full length of the beam, or between any two points specified.

Camber is ordinarily specified by the ordinate at the mid-length of the portion of the beam to be curved. Ordinates at other points should not be specified.

Although mill cambering to achieve reverse or other compound curves is not considered practical, fabricating shop facilities for cambering by heat can accomplish such results as well as form regular curves in excess of the limits tabulated above. Refer to Effects of Heat on Steel, Part 6 of this Manual, for further information.

Sections Nominal DepthIn.

Specified Length of Beam, Ft.

Over 30to 42, incl.

Over 42to 52, incl.

Over 52to 65, incl.

Over 65to 85, incl.

Over 85to 100, incl.

Max. and Min. Camber Acceptable, In.

W Shapes, 24 and over1 to 2,incl.

1 to 3,incl.

2 to 4,incl.

3 to 5,incl.

3 to 6,incl.

W Shapes, 14 to 21, incl. and S shapes, 12 in. and over

3/4 to 21/2,incl.

1 to 3,incl.

2 to 4,incl.

21/2 to 5,incl.

Inquire

MAXIMUM AND MINIMUM INDUCED CAMBER

Standard Mil l PracticeCambering of rol led beams

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OTHER PERMISSIBlE vARIATIONS

Area and Weight Variation: + 2.5% theoretical or specified amount.

Ends Out-of-Square: 1/64 in. per in. of depth, or of flange width if greater than the depth.

Camber and Sweep:

Sizes lengthPermissible variation, In.

Camber Sweep

Sizes with flange width equal to or greater than 6 in.

All 1/8 in. x (total length, ft.) 10

Sizes with flange width less than 6 in. All 1/8 in. x (total length, ft.)

101/8 in. x (total length, ft.)

5

Certain sections with a flange width approx. equal to depth & specified on order as columnsb

45 ft. andunder

1/8 in. x (total length, ft.) with 3/8 in. max10

Over 45 ft. 3/8 in. + [ (total length, ft.- 45) ] 10

bApplies only to: W 8 x 31 and heavier, W 10 x 49 and heavier, W 12 x 65 and heavier, W 14 x 90 and heavier. If other sections are specified on the order as columns, the tolerance will be subject to negotiation with the manufacturer.

lengths Plus variationMinus

variation

50 ft. and less 1/2 inch 0

Over 50 ft.1/2 in. plus 1/8 in. for each 10 ft. or fraction thereof

in excess of 50 ft.0

PERMISSIBlE vARIATIONS FOR CAMBER ORDINATE

Standard Mil l PracticeCambering of rol led beams

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PERMISSIBlE vARIATIONS IN DEPTH

Dimension A may be approximately 1/2 beam or channel depth, or any dimension resulting from off-center splitting, or splitting on two lines as specified on the order.

The above variations for depths of tees or angles include the permissible variations in depth for the beams and channels before splitting.

OTHER PERMISSIBlE vARIATIONS

Other permissible variations in cross section, as well as permissible variations in length, area and weight variation and ends out-of-square, will correspond to those of the beam or channel before splitting, except

(total length, ft) camber = 1/8 in. x 5

Depth of Beam from which Tees or Angles are Split

Variations in Depth AOver and Under

Tees Angles

To 6 in., excl.6 to 16, excl.16 to 20, excl.20 to 24, excl.24 and over

1/8

3/16

1/4

5/16

3/8

1/8

3/16

1/4

––––

Standard Mil l PracticeTees spl i t from W, M and S shapesAngles spl i t from channels

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Standard Mil l Practice*Angles, bar size

aSpecifiedLength of Leg,

in.

Variations from Thickness for Thickness Given, Over and Under, in.

BLengthof Leg

Over andUnder, in.

T, Out of Square per

Inch of B, in.3/16 and Under

Over 3/16 to 3/8 incl.

Over 3/8

1 and underOver 1 to 2, inc.Over 2 to 3, excl.

0.0080.0100.012

0.0100.0100.015

0.0120.015

1/32

3/64

1/16

3/128b

3/128b

3/128b

aThe longer leg of an unequal angle determines the size for permissible variations.b3/128 -in. per in. = 11/2 degrees.

OTHER PERMISSIBlE vARIATIONS

(total length, ft) Camber = 1/4 in. in any 5 ft, or 1/4 in. x 5

Straightness: Because of warpage, permissible variations for straightness do not apply to bars if any subsequent heating operation has been performed.

Ends Out-of-Square: 3/128-in. per in. of leg length or 11/2 degrees. Variation based on longer leg of an unequal angle.

_______* A member is “bar size” when its greatest cross-sectional dimension is less than 3 in.

Section

Variations Over Specified Length for Lengths GivenNo Variation Under

5 to 10 ft.excl.

10 to 20 ft.excl.

20 to 30 ft.excl.

30 to 40 ft.excl.

40 to 65 Ft.incl.

All sizes of bar-size angles 5/8 1 11/2 2 21/2

PERMISSIBlE vARIATIONS IN lENGTH

PERMISSIBlE vARIATIONS IN CROSS SECTION

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Standard Mil l Practice*Angles, structural s ize

OTHER PERMISSIBlE vARIATIONS

Area and Weight Variation: + 2.5% theoretical or specified amount.

Ends Out-of-Square: 3/128 in. per in. of leg length, or 11/2 degrees. Variations based on the longer leg of an unequal angle.

(total length, ft) Camber = 1/8 in. x , applied to either leg 5

Section

Variations Over Specified Length for Lengths Given No Variation Under

To 30 ft.,incl.

Over 30 to 40 ft.,

incl.

Over 40 to 50 ft.,

incl.

Over 50 to 65 ft.,

incl.Over 65 ft.

AnglesOver Under Over Over Under Over Under Over Over Under

1/2 1/4 3/4 1/4 1 1/4 11/8 1/4 11/4 1/4

PERMISSIBlE vARIATIONS IN lENGTH

Section Nominal Size, in. a

BLength of Leg,in. T, Out of

Square perInch of B, in.Over

TheoreticalUnder

Theoretical

Angles 3 to 4, incl. Over 4 to 6, incl. Over 6

1/8

1/8

3/16

3/32

1/8

1/8

3/128b

3/128b

3/128b

aFor unequal leg angles, longer leg determines classification.b3/128 -in. per in. = 11/2 degrees.

PERMISSIBlE vARIATIONS IN CROSS SECTION

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Standard Mil l PracticeS Shapes, M Shapes and channels

Section

Variations from Specified Length for Lengths Given, in.

To 30 ft.,incl.

Over 30 to 40 ft.,

incl.

Over 40 to 50 ft.,

incl.

Over 50 to 65 ft.,

incl.Over 65 ft.

S shapes, M shapes and Channels

Over Under Over Over Under Over Under Over Over Under

1/2 1/4 3/4 1/4 1 1/4 11/8 1/4 11/4 1/4

PERMISSIBlE vARIATIONS IN lENGTH

OTHER PERMISSIBlE vARIATIONS

Area and Weight Variation: + 2.5% theoretical or specified amount.

Ends Out-of-Square: 3/128 in. per in. of leg length, or 11/2 degrees. Variations based on the longer leg of an unequal angle.

(total length, ft) Camber = 1/8 in. x , applied to either leg 5

SectionNominal Size,

in.

A, Depth, In.a B, FlangeWidth, In.

T + Tb Out of Square

per Inch of B, In.

Over Theoretical

Under Theoretical

Over Theoretical

Under Theoretical

S shapes and M shapes

Channels

3 to 7, incl.Over 7 to 14, incl.Over 14 to 24, incl.

Over 7 to 14, incl.Over 7 to 14, incl.Over 14

3/32

1/8

3/16

3/32

1/8

3/16

1/16

3/32

1/8

1/16

3/32

1/8

1/8

5/32

3/16

1/8

1/8

1/8

1/8

5/32

3/16

1/8

5/32

3/16

1/32

1/32

1/32

1/32

1/32

1/32

aA is measured at centerline of web for beams; and at back of web for channels.bT + T applies when flanges of channels are tied in or out.

PERMISSIBlE vARIATIONS IN CROSS SECTION

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ASTM A618

Outside Dimensions – For round hot formed structural tubing 2 in. and over in nominal size, the outside diameter shall not vary more than 1 percent from the standard specified.

Mass (A618 only) – The mass of structural tubing shall not be less than the specified value by more than 3.5 percent.

length – Structural tubing is commonly produced in random mill lengths, in multiple lengths, and in definite cut lengths. When cut lengths are specified for structural tubing, the length tolerances shall be in accordance with the following table:

Straightness – The permissible variation for straightness of structural tubing shall be 1/8 in. times the number of feet of total length divided by 5.

Standard Mil l PracticeSteel pipe and tubing

22 ft.and under

Over 22 ft.to 44 ft., incl.

Over Under Over

Length tolerance for specified cut lengths, in. 1/2 1/4 3/4

DIMENSION AND WEIGHT TOlERANCESRound Tubing and Pipe

ASTM A53

Weight – The weight of the pipe as specified in Table X2 and Table X3 (ASTM Specification A53) shall not vary by more than 10%.

Note that the weight tolerance of 10% is determined from the weights of the customary lifts of pipe as produced for shipment by the mill, divided by the number of feet of pipe in the lift. On pipe sizes over 4 in. where individual lengths may be weighed, the weight tolerance is applicable to the individual length.

Diameter – For pipe 2 in. and over in nominal diameter, the outside diameter shall not vary more than 1 percent from the standard specified.

Thickness – The minimum wall thickness at any point shall be not more than 12.5 percent under the nominal wall thickness specified.

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Outside Dimensions – The specified dimensions, measured across the flats at positions at least 2 in. from either end of square or rectangular tubing and including an allowance for convexity or concavity, shall not exceed the plus and minus tolerance shown in the following table:

a The respective outside dimension tolerances include the allowances for convexity and concavity.

lengths – Structural tubing is commonly produced in random mill lengths, in multiple lengths, and in definite cut lengths. When cut lengths are specified for structural tubing, the length tolerances shall be in accordance with the following table:

Mass (A816 only) – The mass of structural tubing shall not be less than the specified value by more than 3.5 percent.

Straightness – The permissible variation for straightness of structural tubing shall be 1/8 in. times the number of feet of total length divided by 5.

Standard Mil l PracticeSteel pipe and tubing

Largest Outside DimensionAcross Flats, in.

Tolerancea

Plus and Minus, in.21/2 and underOver 21/2 to 31/2, incl.Over 31/2 to 51/2, incl.Over 51/2

0.0200.0250.030

1 percent

22 ft.and under

Over 22 ft.to 44 ft., incl.

Over Under Over Under

Length tolerance for specified cut lengths, in. 1/2 1/4 3/4 1/4

Straightness of Sides – For square or rectangular structural tubing, adjacent sides may deviate from 90 degrees by a tolerance of plus or minus 2 degrees max.

Radius of Corners – For square or rectangular structural tubing, the radius of any outside corner of the section shall not exceed three times the specified wall thickness.

Twist – The tolerances for twist or variation with respect to axial alignment of the section, for square and rectangular structural tubing, shall be as shown in the following table:

Twist is measured by holding down one end of a square or rectangular tube on a flat surface plate with the bottom side of the tube parallel to the surface plate and noting the height that either corner, at the opposite end of the bottom side of the tube, extends above the surface plate.

Wall Thickness (A500 only) – The tolerance for wall thickness exclusive of the weld area shall be plus and minus 10 percent of the nominal wall thickness specified. The wall thickness is to be measured at the center of the flat.

DIMENSION AND WEIGHT TOlERANCESSquare and Rectangular Tubing

ASTM A500 and ASTM A618

Specified Dimension of Longest Side, in.

Maximum Twist per 3 ft. of Length, in.

11/2 and underOver 11/2 to 21/2, incl.Over 21/2 to 4, incl.Over 4 to 6, incl. Over 6 to 8, incl.Over 8

0.0500.0620.0750.0870.1000.112

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Standard Mil l PracticeW shapes, HP shapes

SectionNominalSize, in.

A, Depth, In. B, Flange Width, In. T + T Flanges,Out of

Square,Max, In.

E,a Web offCenterMax, In.

C, Max,Depth at

any Cross-Section

over Theoretical Depth, In.

Over Theoretical

Under Theoretical

Over Theoretical

Under Theoretical

To 12, incl.

Over 12

1/8

1/8

1/8

1/8

1/4

1/4

3/16

3/16

1/4

5/16

3/16

3/16

1/4

1/4

a Variation of 5/16-in. max. for sections over 426 lb./ft.

W Shapes30 ft. and Under Over 30 ft.

Over Under Over Under

Beams 24 in. and under innominal depthBeams over 24 in. nominal depthall columns

3/8

1/2

3/8

1/2

3/8 plus 1/16 for each additional 5 ft. or fraction thereof1/2 plus 1/16 for each additional 5 ft. or fraction thereof

3/8

1/2

PERMISSIBlE vARIATIONS IN CROSS SECTION

PERMISSIBlE vARIATIONS IN lENGTH

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Standard Mil l PracticePosit ions for measuring camber

and sweep

*` Due to the extreme variations in flexibility of these shapes, straightness for tolerances for sweep are subject to negotiations between manufacturer and purchaser for individual sections involved.

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Useful Information

Surface if frustum of cone or pyramid = sum of circumference of both ends x 1/2 slant height plus area of both ends.

Content of frustum of cone or pyramid = multiply area of two ends and get square root. Add the 2 areas and x 1/4 altitude.

Doubling the diameter of a pipe increases it capacity four times.

A gallon of water (U.S. standard) weighs 81/3 lbs. and contains 231 cubic inches.

A cubic foot of water contains 71/2 gallons, 1728 cubic inches, and weighs 621/2 lbs.

To find the pressure in pounds per square inch of a column of water, multiply the height of the column in feet by 0.434.

Steam rising from water at its boiling point (212° F) has a pressure equal to the atmosphere (14.7 lbs. to the square inch)

A standard horse power: the evaporation of 30 lbs. of water per hour from a feed water temperature of 100° F into steam at 70 lbs. gauge pressure.

To find capacity of tanks any size, given dimensions of cylinder in inches, to find its capacity in U.S. gallons: square the diameter, multiply by the length and by 0.0034.

To ascertain heating surface in tubular boilers, multiply 2/3 the circumference of the boiler by length of boiler in inches and add to it the area of all the tubes.

To find circumference of a circle , multiply diameter by 3.1416.

To find diameter of a circle, multiply circumference by 0.31831.

To find area of a circle, multiply square of diameter by 0.7854

Area of a rectangle = length multiplied by breadth. Doubling the diameter of a circle increases its area four times.

To find area of triangle, multiply base by 1/2 perpendicular height.

Area of ellipse = product both diameter x 0.7854.

Area of parallelogram = base x altitude.

To find side of an inscribed square, multiply diameter by 0.7071 or multiply circumference by 0.2251 or divide circumference by 4.4428

Side of a inscribed cube = radius of sphere x 1.1547

To find side of an equal square, multiply diameter by 0.8862.

Square. A side multiplied by 1.4142 equals diameter of its circumscribing circle

A side multiplied by 4.443 equals circumference of its circumscribing circle.

A side multiplied by 1.128 equal diameter of an equal circle

A side multiplied by 3.547 equals circumference of an equal circle

To find cubic inches in a ball, multiply cube of diameter by 0.5236.

To find cubic contents of a cone, multiply area of base by 1/4 the altitude.

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Useful Information

TEMPERATURE CONvERSION

A Fahrenheit degree is smaller than a Celsius (Centigrade degree, one Fahrenheit degree being 5/9 of a Celsius degree.

To convert Fahrenheit degrees into Celsius, subtract 32, multiply by 5, and divide by 9.

To convert Celsius into Fahrenheit, multiply 9, divide by 5, and add 32.

The freezing point of water is 32° F, 0° C. The boiling point is 212° F, 100° C.

AVOIRDUPOIS WEIGHT2711/32 ..................................1 dram16 drams ............................ 1 ounce16 ounces ........................... 1 pound25 pounds .........................1 quarter4 quarters .............................. 1 cwt.2,000 pounds ................. 1 short ton2,240 pounds .................. 1 long ton

TROY WEIGHT24 grains ................................ 1pwt.20 pwt. ............................... 1 ounce12 ounces ........................... 1 poundUsed for weighing gold, silver and jewels

CUBIC MEASURE1.728 cubic inches .........1 cubic foot27 cubic feet ................1 cubic yard 128 cubic feet .............1 cord (wood)40 cubic feet ............1 ton (shipping)2,150.42 cubic in........1 standard bu.231 cubic in. ..1 U.S. standard gallon1 cubic ft. ........ about 4/5 of a bushel

DRY MEASURE2 pints ................................. 1 quart8 quarts ................................ 1 peck4 pecks ...............................1 bushel

LIQUID MEASURE4 gills ..................................... 1 pint 2 pints ................................. 1 quart4 quarts .............................. 1 gallon311/2 gallons ....................... 1 barrel

IMPERIAL LIQUID MEASURE1 U.S. gal. .......... 0.833 Imperial gal.1 U.S. gal. ...................... 3.785 liters1 Imperial gal. . .......... 1.201 U.S. gal.1 Imperial gal. ............... 4.546 liters1 liter ....................... 0.264 U.S. gal.1 liter ................. 0.220 Imperial gal.

LONG MEASURE12 inches ............................... 1 foot3 feet .................................... 1 yard51/2 yards ................................ 1 rod40 rods ............................. 1 furlong8 furlongs ....................... 1 sta. mile3 miles .............................. 1 league

MARINER’S MEASURE6 feet .................................1 fathom120 fathoms ............. 1 cable length71/3 cable lengths .................. 1 mile5,280 feet ................... 1 statue mile6,080.2 feet .............. 1 nautical mile

SQUARE MILE144 sq. inches ...................... 1 sq.ft.9 sq. ft. ............................ 1 sq. yard301/4 sq. yards ................... 1 sq. rod40 sq. rods ........................... 1 rood4 roods .................................. 1 acre640 acres ......................... 1 sq.mile

WEIGHTS AND MEASURES

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Useful Information

METRIC EQUIvAlENTS

LINEAR MEASURE1 centimeter ............. 0.3937 inches1 inch ................... 2.54 centimeters1 decimeter ... 0.937 in. / 0.328 foot1 foot .................... 3.048 decimeter1 meter ......... 39.37 in./ 1.0936 yds.1 yard ........................ 0.9144 meter1 dekameter ................. 1.9884 rods1 rod .................. 0.5029 dekameter1 kilometer .................... 0.621 mile1 mile ....................1.609 kilometers

SQUARE MEASURE1 sq. centimeter .......... 0.1550 sq. in.1 sq. in. ......... 6.452 sq. centimeters1 sq. decimeter ........... 0.1076 sq.ft.1 sq. ft. .................... 9.2903 sq.dec.1 sq. meter ................ 1.196 sq. yds.1 sq.yd. ............... 0.8361 sq. meter1 acre ........................... 160 sq.rods

1 sq. rod .................... 0.00625 acre1 hectare ....................... 2.47 acres1 acre ..................... 0.4047 hectare1 sq. kilometer .......... 0.386 sq. mile1 sq. mile ............ 2.59 sq. kilometer

MEASURE OF VOLUME1 cubic centimeter .......... 0.61 cu. in.1 cubic in. ............ 16.39 cubic cent.1 cubic decimeter ... 0.0353 cubic ft.1 cubic foot ........ 28.317 cubic dec.1 cubic meter ....... 1.308 cubic yds.1 cubic yard...... 0.7646 cubic meter1 stere ......................... 0.2759 cord1 cord ......................... 3.624 steres1 liter 0.906 qt. dry ... 1.0567 qts. liq.1 qt. dry ........................ 1.101 liters1 qt. liquid .................... 0.9463 liter1 dekaliter..................2.6417 gal./1.135 pecks1 gal. .................... 0.3785 dekaliter1 peck .................... 0.881 dekaliter

1 hektoliter ............. 2.8375 bushels1 bushel ............... 0.3524 hektoliter

WEIGHTS1 gram .................... 0.03527 ounce1 ounce ...................... 28.35 grams1 kilogram .............. 2.2046 pounds1 pound ................. 0.4536 kilogram1 metric ton ......0.98421 English ton1 English ton ........... 1.016 metric ton

APPROXIMATE METRIC EQUIvAlENTS

1 decimeter ....................... 4 inches1 liter ..........1.06 qts liq./0.9 qts. dry1 meter ............................ 1.1 yards1 kilometer ....................5/8 of a mile1 hektoliter .................. 25/8 bushels1 hectare ......................... 21/2 acres1 kilogram .......................... 21/5 lbs.1 stere or cubic meter ... 1/4 of a cord1 metric ton ................. 2,204.6 lbs.

FRACTION AND DECIMAl CHART

1/64 ................... 0.156251/32 ................... 0.031253/64 ................... 0.0468751/16 ..................... 0.06255/64 ................. 0.0781253/32 ..................... 0.093757/64 ................... 0.1093751/8 .......................... 0.1259/64 ................... 0.1406255/32 ................... 0.1562511/64 ................ 0.1718753/16 ..................... 0.187513/64 ................ 0.2031257/32 ..................... 0.2187515/64 ................ 0.2343751/4 .......................... 0.250

17/64 ................. 0.2656259/32 ..................... 0.2812519/64 ................. 0.2968755/16 ..................... 0.312521/64 ................ 0.32812511/32 ................. 0.3437523/64 ................ 0.3593753/8 ......................... 0.37525/64 ................ 0.39062513/32 .................. 0.4062527/64 ................ 0.4218757/16 ....................... 0.437529/64 ................ 0.45312515/32 .................. 0.4687531/64 ................ 0.4843751/2 ......................... 0.500

33/64 ................. 0.51562517/32 ................... 0.5312535/64 ................ 0.5468759/16 ...................... 0.562537/64 ................ 0.57812519/32 .................. 0.5937539/64 ................. 0.6093755/8 ......................... 0.62541/64 ................ 0.64062521/32 .................. 0.6562543/64 ................ 0.67187511/16 .................... 0.687545/64 ................ 0.70312523/32 .................. 0.7187547/64 ................ 0.7343753/4 ......................... 0.750

49/64 ................ 0.76562525/32 ................... 0.7812551/64 ................ 0.79687513/16 .................... 0.812553/64 ................ 0.82812527/32 ................... 0.8437555/64 ................ 0.8593757/8 ......................... 0.87557/64 ................ 0.89062529/32 .................. 0.9062559/64 ................ 0.92187515/16 .................... 0.937561/64 ................ 0.95312531/32 .................. 0.9687563/64 ................ 0.9843751............................ 1.000

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