• Author / Uploaded
• Susan Elisa Mq

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DIMENSIONS AND PROPERTIES

Jt' f

-Y

d

x-

tw-

rE ~k Table 1-1 (continued)

~T

W

W Shapes Dimensions

tk

Flange

Web Shape

Area, A

W16x100 x89 x77 x67 c

in.2 29.5 26.2 22.6 19.7

in. 17.0 17 16.8 163/4 16.5 161/2 16.3 163/8

W16x57 x50 c x45 c x40 c x36 c

16.8 14.7 13.3 11.8 10.6

16.4 16.3 16.1 16.0 15.9

W16x31 c x26 c,v W14x730 h x665 h x605 h x550 h x500 h x455 h x426 h x398 h x370 h x342h x311 h x283 h x257 x233 x211 x193 x176 x159 x145

Depth, d

163/8 161/4 161/8 16 157/8

22.4 21.6 20.9 20.2 19.6 19.0 18.7 18.3 17.9 17.5 17.1 16.7 16.4 16.0 15.7 15.5 15.2 15.0 14.8

223/8 21 5/8 20 7/8 201/4 195/8 19 185/8 181/4 177/8 171/2 17118 163/4 163/8 16 153/4 151/2 151/4 15 14 3/4

k

Thickness,

tw

Width,

Thickness,

tw

2

bf

tf

kdes

in. 0.585 9116 0.525 1/2 0.455 7/16 0.395 3/8

in. 5116 114 1/4 3116

in. 0.985 1 0.875 7/8 0.760 3/4 0.665 11/16

in. 1.39 1.28 1.16 1.07

in. in. 17/8 11/8 13/4 11116 15/8 11116 19/16 1

7116 3/8 3/8 5/16 5116

1/4 3/16 3116 3/16 3116

7.12 7.07 7.04 7.00 6.99

71/8 71/8 7 7 7

0.715 0.630 0.565 0.505 0.430

11/16 5/8 9116 1/2 7/16

1.12 1.03 0.967 0.907 0.832

13/8 15116 W4 13116 11/8

1/8 1/8

5.53 5112 5.50 51/2

0.440 0.345

7116 0.842 H8 3/8 0.747 W16

0.430 0.380 0.345 0.305 0.295

9.13 15.9 157/8 0.275 1/4 7.68 15.7 153/4 0.250 1/4 215 196 178 162 147 134 125 117 109 101 91.4 83.3 75.6 68.5 62.0 56.8 51.8 46.7 42.7

Distance

3.07 2.83 2.60 2.38 2.19 2.02 1.88 1.77 1.66 1.54 1.41 1.29 1.18 1.07 0.980 0.890 0.830 0.745 0.680

31116 213116 25/8 23/8 23116 2 17/8 13/4 15/8 19116 17116 15/16 H16 W16 1 7/8 13116 3/4 11/16

W16 17116 15116 H16 11/8 1 15116 7/8 13116 13116 3/4 11116 5/8 9/16 1/2 7116 7/16 3/8 3/8

10.4 10.4 10.3 10.2

17.9 17.7 17.4 17.2 17.0 16.816.7 16.6 16.5 16.4 16.2 16.1 16.0 15.9 15.8 15.7 15.7 15.6 15.5

in. 103/8 103/8 101/4 101/4

177/8 175/8 17 3/8 171/4 17 167/8 163/4 165/8 161/2 163/8 16114 161/8 16 157/8 153/4 153/4 155/8 155/8 151/2

4.91 4.52 4.16 3.82 3.50 3.21 3.04 2.85 2.66 2.47 2.26 2.07 1.89 1.72 1.56 1.44 1.31 1.19 1.09

415/16 41/2 43/16 313116 31/2 33116 31116 27/8 211116 21/2 21/4 21116 F/8 13/4 19116 17116 15/16 13/16 11/16

5.51 5.12 4.76 4.42 4.10 3.81 3.63 3.44 3.26 3.07 2.86 2.67 2.49 2.32 2.16 2.04 1.91 1.79 1.69

k det

63116 513116 57/16 51/8 413/16 4112 45116 41/8 315/16 33/4 39/16 33/8 33116 3 27/s 23/4 25/8 21/2 23/8

kl

Workable Gage in. in. 131/4 51/2

T

~ ~

7/8 135/8 13/16 13116

13116 3/4

ll

3/4 13 5/8 3/4 135/8 2% 2% 21/2 23/8 25116 21/4 21/8 21/8

31/2g

31/2 31/2

10 3-71/2-3 g 3-71/2-3 g 3-71/2-3

21116

2 115116 17/8 113116 P/4 111116 111116 15/8 19/16 19/16

,~

,~

Shape is slender for compression with Fy = 50 ksi. actual size, combination, and orientation of fastener components should be compared with the geometry of the cross-section to ensure compatibility. h Flange thickness greater than 2 in. Special requirements may apply per AISC Specification Section A3.1c. v Shape does not meet the hltw limit for shear in Specification Section G2.1 a with ~ = 50 ksi. C

9 The

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.