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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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geometric Properties of

Structural Steel Shapes

APPENDIX

b

Wide-Flange Sections or W Shapes—U.S. customary Units

Designation

Area

A

Depth

d

Web

thickness

t w

Flange

width

b f

Flange

thickness

t f I x S x r x I y S y r y

W24 × 94

24 × 76

24 × 68

24 × 55

W21 × 68

21 × 62

21 × 50

21 × 44

W18 × 55

18 × 50

18 × 40

18 × 35

W16 × 57

16 × 50

16 × 40

16 × 31

W14 × 68

14 × 53

14 × 48

14 × 34

14 × 30

14 × 26

14 × 22

in. 2 in. in. in. in. in. 4 in. 3 in. in. 4 in. 3 in.

27.7

22.4

20.1

16.2

20.0

18.3

14.7

13.0

16.2

14.7

11.8

10.3

16.8

14.7

11.8

9.13

20.0

15.6

14.1

10.0

8.85

7.69

6.49

24.3

23.9

23.7

23.6

21.1

21.0

20.8

20.7

18.1

18.0

17.9

17.7

16.4

16.3

16.0

15.9

14.0

13.9

13.8

14.0

13.8

13.9

13.7

0.515

0.440

0.415

0.395

0.430

0.400

0.380

0.350

0.390

0.355

0.315

0.300

0.430

0.380

0.305

0.275

0.415

0.370

0.340

0.285

0.270

0.255

0.230

9.07

8.99

8.97

7.01

8.27

8.24

6.53

6.50

7.53

7.50

6.02

6.00

7.12

7.07

7.00

5.53

10.0

8.06

8.03

6.75

6.73

5.03

5.00

0.875

0.680

0.585

0.505

0.685

0.615

0.535

0.450

0.630

0.570

0.525

0.425

0.715

0.630

0.505

0.440

0.720

0.660

0.595

0.455

0.385

0.420

0.335

2700

2100

1830

1350

1480

1330

984

843

890

800

612

510

758

659

518

375

722

541

484

340

291

245

199

222

176

154

114

140

127

94.5

81.6

98.3

88.9

68.4

57.6

92.2

81.0

64.7

47.2

103

77.8

70.2

48.6

42.0

35.3

29.0

9.87

9.69

9.55

9.11

8.60

8.54

8.18

8.06

7.41

7.38

7.21

7.04

6.72

6.68

6.63

6.41

6.01

5.89

5.85

5.83

5.73

5.65

5.54

109

82.5

70.4

29.1

64.7

57.5

24.9

20.7

44.9

40.1

19.1

15.3

43.1

37.2

28.9

12.4

121

57.7

51.4

23.3

19.6

8.91

7.00

24.0

18.4

15.7

8.30

15.7

14.0

7.64

6.37

11.9

10.7

6.35

5.12

12.1

10.5

8.25

4.49

24.2

14.3

12.8

6.91

5.82

3.55

2.80

1.98

1.92

1.87

1.34

1.80

1.77

1.30

1.26

1.67

1.65

1.27

1.22

1.60

1.59

1.57

1.17

2.46

1.92

1.91

1.53

1.49

1.08

1.04

809

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