Manual steel construction

MANUAL OF STEEL CONSTRUCTION

LOAD & RESISTANCE FACTOR DESIGN
Volume I Structural Members, Specifications, & Codes Volume II Connections

Second Edition

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DIMENSIONS AND PROPERTIES

tf

Y

k1

k

W SHAPES Dimensions

d

X
tw

X

T

Y bf

k

Web Area A in.
2

Flange

Distance

Designation
W44×335 W40×290 W40×262 W40×230 W40×593* W40×503* W40×431W40×372 W40×321 W40×297 W40×277 W40×249 W40×215 W40×199 W40×174 W40×466* W40×392* W40×331 W40×278 W40×264 W40×235 W40×211 W40×183 W40×167 W40×149 W36×848* W40×798* W40×650* W40×527* W40×439* W40×393* W40×359* W40×328* W40×300 W40×280 W40×260 W40×245 W40×230

Depth d in.
44.02 43.62 43.31 42.91 42.99 42.05 41.26 40.63 40.08 39.84 39.69 39.38 38.98 38.67 38.20 44 435⁄8 433⁄8 427⁄8 43 421⁄16 411⁄4405⁄8 401⁄16 397⁄8 393⁄4 393⁄8 39 385⁄8 381⁄4

Thickness tw in.
1.020 0.870 0.790 0.710 1 7⁄ 8 13⁄ 16 11⁄ 16

tw 2
in.
1⁄ 2 7⁄ 16 3⁄ 8 3⁄ 8

Width bf in.
15.950 15.830 15.750 15.750 153⁄4 157⁄8 153⁄4 153⁄4

Thickness tf in.
1.770 1.580 1.420 1.220 3.230 2.760 2.360 2.050 1.770 1.650 1.575 1.420 1.220 1.065 0.830 13⁄4 19⁄16 17⁄16 11⁄4 31⁄4 23⁄4 23⁄8 21⁄16 13⁄4 15⁄8 19⁄16 17⁄16 11⁄411⁄16 13⁄ 16

T
in.

k
in.

k1
in.
15⁄16 11⁄4 13⁄16 11⁄8

98.3 85.8 77.2 67.7 174 148 127 109 94.1 87.4 81.3 73.3 63.3 58.4 51.1 137 115 97.6 81.8 77.6 68.9 62.0 53.7 49.1 43.8 249 234 190 154 128 115 105 96.4 88.3 82.4 76.5 72.1 67.6

387⁄16 29⁄16 387⁄16 23⁄8 387⁄16 23⁄16 387⁄16 2 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 343⁄16 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8 311⁄8

1.790 113⁄16 1.540 19⁄16 1.340 15⁄16 1.160 13⁄16 1.000 1 0.930 15⁄16 0.830 13⁄16 3⁄ 0.750 4 5⁄ 0.650 8 5⁄ 0.650 8 5⁄ 0.650 8 1.67 111⁄16 1.42 17⁄16 1.22 11⁄4 1.02 1 0.960 1 13⁄ 0.830 16 3⁄ 0.750 4 5⁄ 0.650 8 5⁄ 0.650 8 5⁄ 0.630 8 2.520 2.380 1.970 1.610 1.360 1.220 1.120 1.020 0.9450.885 0.840 0.800 0.760 21⁄2 23⁄8 2 15⁄8 13⁄8 11⁄4 11⁄8 1 15⁄ 16 7⁄ 8 13⁄ 16 13⁄ 16 3⁄ 4

1
3⁄ 4 11⁄ 16 9⁄ 16 1⁄ 2 1⁄ 2 7⁄ 16 3⁄ 8 5⁄ 16 5⁄ 16 5⁄ 16 13⁄ 16 11⁄ 16 5⁄ 8 1⁄ 2 1⁄ 2 7⁄ 16 3⁄ 8 5⁄ 16 5⁄ 16 5⁄ 16

16.690 163⁄4 16.420 167⁄16 16.220 161⁄4 16.060 161⁄16 15.910 157⁄8 15.825 157⁄8 15.830 157⁄8 15.750 153⁄4 15.750 153⁄4 15.750 153⁄4 15.750 153⁄4 12.640 125⁄8 12.360 123⁄8 12.170 123⁄1611.970 12 11.930 12 11.890 117⁄8 11.810 113⁄4 11.810 113⁄4 11.810 113⁄4 11.810 113⁄4 18.130 17.990 17.575 17.220 16.965 16.830 16.730 16.630 16.655 16.595 16.550 16.510 16.470 181⁄8 18 175⁄8 171⁄4 17 167⁄8 163⁄4 165⁄8 165⁄8 165⁄8 161⁄2 161⁄2 161⁄2

47⁄16 21⁄16 315⁄16 115⁄16 39⁄16 17⁄8 31⁄4 13⁄4 215⁄16 111⁄16 31⁄16 111⁄16 23⁄4 15⁄8 25⁄8 19⁄16 23⁄8 11⁄2 21⁄4 11⁄2 2 11⁄2 41⁄8 2 311⁄16 17⁄8 35⁄16113⁄16 3 111⁄16 215⁄16 111⁄16 23⁄4 15⁄8 25⁄8 19⁄16 23⁄8 11⁄2 23⁄16 11⁄2 2 11⁄2 511⁄16 57⁄16 411⁄16 41⁄16 39⁄16 35⁄16 31⁄8 3 213⁄16 211⁄16 29⁄16 21⁄2 23⁄8 21⁄4 23⁄16 2 13⁄4 15⁄8 15⁄8 19⁄16 11⁄2 11⁄2 11⁄2 11⁄2 17⁄16 17⁄16

42.44 427⁄16 41.57 419⁄16 40.79 4013⁄16 40.16 403⁄16 40.00 40 39.69 393⁄4 39.37 393⁄8 38.98 39 38.59 385⁄8 38.20 381⁄4 42.45 41.97 40.47 39.21 38.26 37.80 37.40 37.09 36.74 36.5236.26 36.08 35.90 421⁄2 42 401⁄2 391⁄4 381⁄4 373⁄4 373⁄8 371⁄8 363⁄4 361⁄2 361⁄4 361⁄8 357⁄8

2.950 215⁄16 2.520 21⁄2 2.130 21⁄8 1.810 113⁄16 1.730 13⁄4 1.575 17⁄16 1.415 19⁄16 1.220 11⁄4 1.025 1 0.830 13⁄16 4.530 41⁄2 4.290 45⁄16 3.540 39⁄16 2.910 215⁄16 2.440 27⁄16 2.200 23⁄16 2.010 2 1.850 17⁄8 1.680 111⁄16 1.570 19⁄16 1.440 17⁄16 1.350 13⁄8 1.260 11⁄4

11⁄4 13⁄16 1 13⁄ 16 11⁄ 16 5⁄ 8 9⁄ 16 1⁄2 1⁄ 2 7⁄ 16 7⁄ 16 7⁄ 16 3⁄ 8

*Group 4 or Group 5 shape. See Notes in Table 1-2.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

STRUCTURAL SHAPES

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W SHAPES Properties
d

tf

Y

k1

k

X
tw

X

T

Y bf

k

Nominal Wt. per ft lb
335 290 262 230 593 503 431 372 321 297 277 249 215 199 174 466 392 331 278 264 235 211 183 167 149 848 798 650 527 439 393...