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L ANGLES Structural

Page List: Structural Shapes Angles

L ANGLES

Structural

Conforms to ASTM A36

Stock Lengths: 20, 40 and 60 Ft.

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

L3

x

2

x

3/16

3.070

1/4

4.100

5/16

5.000

3/8

5.900

1/2

7.700

L3

x

2 1/2

x

3/16

3.350

1/4

4.500

5/16

5.600

3/8

6.600

1/2

8.500

L3

x

3

x

3/16

3.710

1/4

4.900

5/16

6.100

3/8

7.200

1/2

9.400

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

L3 1/2

x

2 1/2

x

1/4

4.900

5/16

6.100

3/8

7.200

1/2

9.400

L3 1/2

x

3

x

1/4

5.400

5/16

6.600

3/8

7.900

1/2

10.200

L3 1/2

3 1/2

1/4

5.800

5/16

7.200

3/8

8.500

1/2

11.100

L4

x

3

x

1/4

5.800

5/16

7.200

3/8

8.500

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

1/2

11.100

L4

x

3 1/2

x

1/4

6.200

5/16

7.700

3/8

9.100

1/2

11.900

L4

x

4

x

1/4

6.600

5/16

8.200

3/8

9.800

1/2

12.800

5/8

15.700

3/4

18.500

L5

x

3

x

1/4

6.600

L5

x

3

x

5/16

8.200

3/8

9.800

1/2

12.800

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

L5

x

3 1/2

x

1/4

7.000

5/16

8.700

3/8

10.400

1/2

13.600

5/8

16.800

3/4

19.800

L5

x

5

x

5/16

10.300

3/8

12.300

1/2

16.200

5/8

20.000

3/4

23.600

L6

x

3 1/2

x

1/4

7.900

5/16

9.800

3/8

11.700

1/2

15.300

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

L6

x

4

x

5/16

10.300

3/8

12.300

1/2

16.200

5/8

20.000

3/4

23.600

L6

x

6

x

5/16

12.400

3/8

14.900

1/2

19.600

5/8

24.200

3/4

28.700

1

37.400

L7

x

4

x

3/8

13.600

1/2

17.900

3/4

26.200

L8

x

4

x

1/2

19.600

Flange
in Inches
(A)

Stem
in Inches
(B)

Stem
Thick. in
Inches (C)

Weight
per Ft.
in Lbs.

3/4

28.700

L8

x

6

x

1/2

23.000

3/4

33.800

1

44.200

L8

x

8

x

1/2

26.400

5/8

32.700

3/4

38.900

1

51.000

L9

x

4

x

1/2

21.300¹

¹Not a rolled section, cut from channel.

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