(Part B) Machinerys Handbook 31st Edition Pages 1484-2979

Rolled Steel Sections Table 5. Steel Angles with Equal Legs Machinery's Handbook, 31st Edition

2698

Y

x

Z

These angles are commonly designated by section symbol, width of each leg, and thickness, thus: L 3 × 3 × 1 ∕ 4 indicates a 3 × 3-inch angle of 1 ∕ 4 -inch thickness.

X

X

y

Z

Y

Axis X-X & Y-Y

Z-Z r inch

Weight per Foot lb.

Size inch 8 × 8

Thickness inch

Area inch 2 16.7 15.0 13.2 11.4 9.61 8.68 7.75 11.00

x or y inch

r inch

I inch 4 98.0 89.0 79.6 69.7 59.4 54.1 48.6 35.5 31.9 28.2 24.2 22.1 19.9 17.7 15.4 13.0 17.8 15.7 13.6 11.3 10.0

56.9 51.0 45.0 38.9 32.7 29.6 26.4 37.4 33.1 28.7 24.2 21.9 19.6 17.2 14.9 12.4 27.2 23.6 20.0 16.2 14.3 12.3 10.3 18.5 15.7 12.8 11.3 9.8 11.1 9.8 8.5 7.2 8.2 6.6

2.42 2.44 2.45 2.47 2.49 2.50 2.50 1.80 1.81 1.83 1.84 1.85 1.86 1.87 1.88 1.89 1.49 1.51 1.52 1.54 1.55 1.56 1.57 1.19 1.20 1.22 1.23 1.23 1.24 1.25 1.06 1.07 1.07 1.08 1.09

2.41 2.37 2.32 2.28 2.23 2.21 2.19 1.86 1.82 1.78 1.73 1.71 1.68 1.66 1.64 1.62 1.57 1.52 1.48 1.43 1.41 1.39 1.37 1.27 1.23 1.18 1.16 1.14 1.12 1.09 1.06 1.04 1.01

1.56 1.56 1.57 1.58 1.58 1.59 1.59 1.17 1.17 1.17 1.18 1.18 1.18 1.19 1.19 1.20

1 1 ∕ 8

1

7 ∕ 8 3 ∕ 4 5 ∕ 8

9 ∕ 16

1 ∕ 2

1

6 × 6

9.73 8.44 7.11 6.43 5.75 5.06 4.36 3.65 7.98 6.94 5.86 4.75 4.18 3.61 3.03 5.44 4.61 3.75 3.31 2.86 2.40 1.94 3.25 2.87 2.48 2.09 1.69 2.75 2.43 2.11 1.78 1.44 1.09 2.25 1.73 1.46 1.19 1.36 1.15

7 ∕ 8 3 ∕ 4 5 ∕ 8

9 ∕ 16

1 ∕ 2

7 ∕ 16

3 ∕ 8

5 ∕ 16

.973 .975 .978 .983 .986 .990 .994 .778 .779 .782 .785 .788 .791 .795 .683 .684 .687 .690 .694 .584 .585 .587 .589 .592 .596 .487 .487 .489 .491 .495 .389 .390 .391 .394

5 × 5

7 ∕ 8 3 ∕ 4 5 ∕ 8 1 ∕ 2

7 ∕ 16

8.74 7.42 7.67 6.66 5.56 4.97 4.36 3.71 3.04 3.64 3.26 2.87 2.45 2.01 2.22 1.99 1.76 1.51 1.24

3 ∕ 8

5 ∕ 16

4 × 4

3 ∕ 4 5 ∕ 8 1 ∕ 2

7 ∕ 16

3 ∕ 8

5 ∕ 16

1 ∕ 4 1 ∕ 2

3 1 ∕ 2 × 3 1 ∕ 2

7 ∕ 16

3 ∕ 8

.990 .968 .932 .910 .888 .865 .842 .820 .806 .762 .740 .717 .694 .636 .614 .592 .569 .546

5 ∕ 16

5.8 9.4 8.3 7.2 6.1 4.9

1 ∕ 4 1 ∕ 2

.898 .905 .913 .922 .930 .939 .739 .753 .761 .769 .778 .594 .601 .609 .617 .626

3 × 3

7 ∕ 16

3 ∕ 8

5 ∕ 16

1 ∕ 4

3.71 7.7 5.9 5.0 4.1 3.07 4.7 3.92 3.19 2.44 1.65

.962

3 ∕ 16

1.23

2 1 ∕ 2 × 2 1 ∕ 2

1 ∕ 2 3 ∕ 8

.984 .849 .703 .547 .479 .416 .348 .272

5 ∕ 16

1 ∕ 4

.902

3 ∕ 16

2 × 2

3 ∕ 8

5 ∕ 16

.938 .715 .484

1 ∕ 4

3 ∕ 16

1 ∕ 8 .398 Data taken from the “Manual of Steel Construction,” 8th Edition, 1980, with permission of the American Institute of Steel Construction. .190

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