Tablas AISC

1-28

W S H A P E S Properties for designing

Flange W e b Elastic Properties

Designation

Area A

Depth d Width

Thick-ness

tf

Thick-ness

Axis X-X Axis Y-Y Designation

Thick-ness

tf tw / S r / S r

In.» In. In. In. In. In.' In.' In. ln.< In.* In.

W 36X300 88 3 36 72 16 655 1 680 0.945 20300 1110 15.2 1300 156 3.83 X280 82 4 36 50 16 595 1 570 0.885 18900 1030 15.1 1200 144 3.81 X260 76 5 36 24 16 551 1 440 0.841 17300 952 15.0 1090 132 3.77 X245 72 1 36 06 16 512 1 350 0.802 16100 894 15.0 1010 123 3.75 X230 67 7 35 88 16 471 1 260 0.761 15000 837 14.9 940 114 3.73

W 36X194 57 2 36 48 12 117 1 260 0.770 12100 665 14.6 375 61.9 2.56 X182 53 6 36 32 12 072 1 180 0.725 11300 622 14.5 347 57.5 2.55 X170 50 0 36 16 12 027 1 100 0.680 10500 580 14.5 320 53.2 2.53 X160 47 1 36 00 12 000 1 020 0.653 9760 542 14.4 295 49.1 2.50 X150 44 2 35 84 11 972 0 940 0.625 9030 504 14.3 270 45.0 2.47 X135 39 8 35 55 11 945 0 794 0.598 7820 440 14.0 226 37.9 2.39

W 33X240 70 6 33 50 15 865 1 400 0.830 13600 813 13.9 933 118 3.64 X220 64 8 33 25 15 810 1 275 0.775 12300 742 13.8 841 106 3.60 X200 58 9 33 00 15 750 1 150 0.715 11100 671 13.7 750 95.2 3.57

W 33X152 44 8 33 50 11 565 1 055 0.635 8160 487 13.5 273 47.2 2.47 X141 41 6 33 31 11 535 0 960 0.605 7460 448 13.4 246 42.7 2.43 X130 38 3 33 10 11 510 0 855 0.580 6710 406 13.2 218 37.9 2.38 X118 34 8 32 86 11 484 0 738 0.554 5900 359 13.0 187 32.5 2.32

W 30X210 61 9 30 38 15 105 1 315 0.775 9890 651 12.6 757 100 3.50 X190 56 0 30 12 15 040 1 185 0.710 8850 587 12.6 673 89.5 3.47 X172 50 7 29 88 14 985 1 065 0.655 7910 530 12.5 598 79.8 3.43

W 30X132 38 9 30 30 10 551 1 000 0.615 5760 380 12.2 196 37.2 2.25 X124 36 5 30 16 10 521 0 930 0.585 5360 355 12.1 181 34.4 2.23 X116 34 2 30 00 10 500 0 850 0.564 4930 329 12.0 164 31.3 2.19 X108 31 8 29 82 10 484 0 760 0.548 4470 300 11.9 146 27.9 2.15 X 99 29 1 29 64 10 458 0 670 0.522 4000 270 11.7 128 24.5 2.10

A M E R I C A N INSTITUTE OF STEEL C O N S T R U C T I O N

1-29

r

d

t

X Y W S H A P E S • T d

t

X A W S H A P E S Properties for designing • L

¡

Nominal Weight per Ft.

Compact Section Criteria Torsional Constant

J

Warping Constant

Cw

Plástic Modulus Nominal Weight per Ft.

rT d bf Fy d_

tW

Fy" Tp tu

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

bf

Ksi Ksi Ksi In." In.s In.s In.»

300 4.46 1.31 4.96 38.9 43.7 64.2 398000 1260 241

280 4.43 1.40 5.29 — 41.2 — 38.8 52.6 365000 1170 223

260 4.40 1.52 5.75 — 43.1 — 35.6 41.6 330000 1080 204 245 4.38 1.62 6.12 — 45.0 — 32.7 34.7 306000 1010 190 230 4.36 1.73 6.54 63.8 47.1 — 29.7 28.6 282000 943 176

194 3.12 2.39 4.81 — 47.4 29.4 22.3 116000 768 97.8 182 3.10 2.55 5.12 — 50.1 — 26.3 18.4 107000 718 90.7 170 3.08 2.73 5.47 — 53.2 60.0 23.4 15.1 98300 668 83.7 160 3.06 2.94 5.88 — 55.1 55.8 21.7 12.4 90100 625 77.3

150 3.03 3.18 6.37 — 57.3 51.6 20.1 10.1 82100 581 70.9

135 2.97 3.75 7.52 48.2 59.4 48.0 18.7 7.03 68300 510 59.9

240 4.23 1.51 5.67 40.4 40.5 36.6 240000 919 182 220 4.20 1.65 6.20 — 42.9 35.9 28.2 215000 838 164 200 4.17 1.82 6.85 58.1 46.2 31.0 21.1 190000 756 147

152 2.98 2.75 5.48 52.8 61.0 23.7 12.4 71800 559 73.9

141 2.96 3.01 6.01 — 55.1 56.0 21.8 9.70 64400 514 66.9

130 2.92 3.36 6.73 60.1 57.1 52.1 20.3 7.37 56600 467 59.5 118 2.87 3.88 7.78 45.0 59.3 48.2 18.8 5.32 48200 415 51.3

210 4.05 1.53 5.74 39.2 43.0 28.5 160000 735 155 190 4.01 1.69 6.35 — 42.4 — 36.7 21.2 141000 661 138 172 3.98 1.87 7.04 55.1 45.6 — 31.7 15.7 124000 594 123

132 2.72 2.87 5.28 49.3 27.2 9.72 42100 437 58.5

124 2.70 3.08 5.66 — 51.6 63.9 24.8 7.99 38700 408 54.1

116 2.68 3.36 6.18 — 53.2 60.0 23.3 6.43 34900 378 49.3 108 2.64 3.74 6.90 57.3 54.4 57.3 22.3 5.02 30900 346 44.0 99 2.61 4.23 7.80 44.7 56.8 52.6 20.5 3.78 26900 313 38.7


1-30

I W S H A P E S Properties for designing

Designation

Area A

Depth d

Flange W e b Thick-ness tw

Elastic Properties

Designation

Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw


Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw I S r I S

Designation

ln.2 In. In. In. In. In.* In.' In. ln.< ln.> 1

W 27X177 52.2 27.31 14.090 1.190 0.725 6740 494 11.4 556 78.9 3. X160 47.1 27.08 14.023 1.075 0.658 6030 446 11.3 495 70.6 3. X145 42.7 26.88 13.965 0.975 0.600 5430 404 11.3 443 63.5 3.

W 27X114 33.6 27.28 10.070 0.932 0.570 4090 300 11.0 159 31.6 2. X102 30.0 27.07 10.018 0.827 0.518 3610 267 11.0 139 27.7 2. X 94 27.7 26.91 9.990 0.747 0.490 3270 243 10.9 124 24.9 2. X 84 24.8 26.69 9.963 0.636 0.463 2830 212 10.7 105 21.1 2.

W 24X160 47.1 24.72 14.091 1.135 0.656 5120 414 10.4 530 75.2 3. X145 42.7 24.49 14.043 1.020 0.608 4570 373 10.3 471 67.1 3. X130 38.3 24.25 14.000 0.900 0.565 4020 332 10.2 412 58.9 3.

W 24X120 35.4 24.31 12.088 0.930 0.556 3650 300 • 10.2 274 45.4 2. X110 32.5 24.16 12.042 0.855 0.510 3330 276 10.1 249 41.4 2. X100 29.5 24.00 12.000 0.775 0.468 3000 250 10.1 223 37.2 2.

W 2 4 X 94 27.7 24.29 9.061 0.872 0.516 2690 221 9.86 108 23.9 1.

X 84 24.7 24.09 9.015 0.772 0.470 2370 197 9.79 94.5 21.0 1.

X 76 22.4 23.91 8.985 0.682 0.440 2100 176 9.69 82.6 18.4 1

X 68 20.0 23.71 8.961 0.582 0.416 1820 153 9.53 70.0 15.6 1.

W 24X 61 18.0 23.72 7.023 0.591 0.419 1540 130 9.25 34.3 9.76 1.

X 55 16.2 23.55 7.000 0.503 0.396 1340 114 9.10 28.9 8.25 1.

W 21X142 41.8 21.46 13.132 1.095 0.659 3410 317 9.03 414 63.0 3. X127 37.4 21.24 13.061 0.985 0.588 3020 284 8.99 366 56.1 3. X112 33.0 21.00 13.000 0.865 0.527 2620 250 8.92 317 48.8 3

W 2 1 X 96 28.3 21.14 9.038 0.935 0.575 2100 198 8.61 115 25.5 2. X 82 24.2 20.86 8.962 0.795 0.499 1760 169 8.53 95.6 21.3 1.

W 21X 73 21.5 21.24 8.295 0.740 0.455 1600 151 8.64 70.6 17.0 1. X 68 20.0 21.13 8.270 0.685 0.430 1480 140 8.60 64.7 15.7 1 X 62 18.3 20.99 8.240 0.615 0.400 1330 127 8.54 57.5 13.9 1 X 55 16.2 20.80 8.215 0.522 0.375 1140 110 8.40 48.3 11.8 1

W 21X 49 14.4 20.82 6.520 0.532 0.368 971 93.3 8.21 24.7 7.57 1 X 44 13.0 20.66 6.500 0.451 0.348 843 81.6 8.07 20.7 6.38 1.


1-31

' X ' X

—t.

i

W S H A P E S Properties for designing i


rT d


J

Warping Constant

Cw


rT d Fy A_ Fy" Fy"

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

d

Ksi

A_

Ksi Ksi ln.< In.s ln.> In.»

177 3 77 1.63 5 92 37 7 46.5 20 1 94800 557 122 160 3 75 1.80 6 52 64.1 41 2 — 39.0 14 9 83700 501 109 145 3 72 1.97 7 16 53.1 44 8 — 32.9 11 2 74300 453 97.6

114 2 62 2.91 5 40 — 47 9 — 28.8 7 36 27600 343 49.4 102 2 59 3.27 6 06 — 52 3 62.2 24.2 5 27 23900 305 43.3 94 2 56 3.61 6 69 60.9 54 9 56.3 21.9 4 06 21300 278 38.9 84 2 52 4.21 7 83 44.4 57 6 51.1 19.9 2 79 17800 244 33.0

160 3 82 1.55 6 21 — 37 7 — 46.5 16 5 73700 465 115 145 3 79 1 71 6 88 57.5 40 3 — 40.7 12 2 64900 417 103 130 3 76 1 92 7 78 45.0 42 9 — 35.9 8 67 56200 370 90.2

120 3 22 2 16 6 50 64.5 43 7 — 34.5 8 27 37500 338 69.9 110 3 20 2 35 7 04 54.9 47 4 — 29.4 6 45 . 33800 309 63.6 100 3 18 2 58 7 74 45.5 51 3 64.5 25.1 4 87 30100 280 57.2

94 2 37 3 07 5 20 — 47 1 — 29.8 5 23 14900 253 37.4 84 2 34 3 46 5 84 — 51 3 64.6 25.1 3 72 12800 224 32.7 76 2 32 3 90 6 59 62.8 54 3 57.5 22.4 2 70 11100 201 28.7 68 2 28 4 55 7 70 46.0 57 0 52.3 20.3 1 86 9350 176 24.4

61 1 74 5 71 5 94 — 56 6 53.0 20.6 1 66 4580 152 15.6 55 1 70 6 69 6 96 56.3 59 5 48.0 18.7 1 18 3840 134 13.3

142 3 58 1 49 6 00 — 32 6 — 62.3 13 8 42900 357 96.7 127 3 55 1 65 6 63 62.0 36 1 — 50.6 10 0 37600 318 85.8 112 3 52 1 87 7 51 48.3 39 8 — 41.6 6 87 32100 278 74.6

96 2 39 2 50 4 83 — 36 8 — 48.9 6 51 11800 227 39.9 82 2 35 2 93 5 64 — 41 8 — 37.8 4 09 9620 192 33.2

73 2 16 3 46 5 60 — 46 7 — 30.3 3 02 7410 172 26.6 68 2 15 3 73 6 04 — 49 1 — 27.4 2 45 6760 160 24.4 62 2 13 4 14 6 70 60.7 52 5 61.6 24.0 1 83 5960 144 21.7 55 2 10 4 85 7 87 44.0 55 5 55.2 21.5 1 24 4970 126 18.4

49 1 63 6 00 6 13 — 56 6 53.0 20.6 1 09 2540 108 12.0 44 1 59 7 05 7 21 52.5 59 4 48.2 18.7 0 768 2120 95.3 10.2

A M E R I C A N INSTITUTE O F S T E E L C O N S T R U C T I O N

1-32



Designation

Area A

Depth d Width

Thick-ness

tf

Thick-ness


bf

Thick-ness

tf tw I S r I S r

In. In. In. In. ln.« In.» In. In." In.' In.

W 18X114 33.5 18.48 11.833 0.991 0.595 2040 220 7.79 274 46.3 2.86 X105 30.9 18.32 11.792 0.911 0.554 1850 202 7.75 249 42.3 2.84 X 96 28.2 18.16 11.750 0.831 0.512 1680 185 7.70 225 38.3 2.82

W 18X 85 25.0 18.32 8.838 0.911 0.526 1440 157 7.57 105 23.8 2.05 X 77 22.7 18.16 8.787 0.831 0.475 1290 142 7.54 94.1 21.4 2.04 X 70 20.6 18.00 8.750 0.751 0.438 1160 129 7.50 84.0 19.2 2.02 X 64 18.9 17.87 8.715 0.686 0.403 1050 118 7.46 75.8 17.4 2.00

W 18X 60 17.7 18.25 7.558 0.695 0.416 986 108 7.47 50.1 13.3 1.68

X 55 16.2 18.12 7.532 0.630 0.390 891 98.4 7.42 45.0 11.9 1.67 X 50 14.7 18.00 7.500 0.570 0.358 802 89.1 7.38 40.2 10.7 1.65 X 45 13.2 17.86 7.477 0.499 0.335 706 79.0 7.30 34.8 9.32 1.62

W 18X 40 11.8 17.90 6.018 0.524 0.316 612 68.4 7.21 19.1 6.34 1.27 X 35 10.3 17.71 6.000 0.429 0.298 513 57.9 7.05 15.5 5.16 1.23

W 1 6 X 96 28.2 16.32 11.533 0.875 0.535 1360 166 6.93 224 38.8 2.82

X 88 25.9 16.16 11.502 0.795 0.504 1220 151 6.87 202 35.1 2.79

W 16X 78 23.0 16.32 8.586 0.875 0.529 1050 128 6.75 92.5 21.6 2.01 X 71 20.9 16.16 8.543 0.795 0.486 941 116 6.71 82.8 19.4 1.99 X 64 18.8 16.00 8.500 0.715 0.443 836 104 6.66 73.3 17.3 1.97 X 58 17.1 15.86 8.464 0.645 0.407 748 94.4 6.62 65.3 15.4 1.96

W 16X 50 14.7 16.25 7.073 0.628 0.380 657 80.8 6.68 37.1 10.5 1.59

X 45 13.3 16.12 7.039 0.563 0.346 584 72.5 6.64 32.8 9.32 1.57

X 40 11.8 16.00 7.000 0.503 0.307 517 64.6 6.62 28.8 8.23 1.56

X 36 10.6 15.85 6.992 0.428 0.299 447 56.5 6.50 24.4 6.99 1.52

W 1 6 X 31 9.13 15.84 5.525 0.442 0.275 374 47.2 6.40 12.5 4.51 1.17 X 26 7.67 15.65 5.500 0.345 0.250 300 38.3 6.25 9.59 3.49 1.12


1-33

X X

- —f,

r



rT d


J

Warping Constant

Cw


rT d A Fy" Fy"

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

d

Ksi

A

Ksi Ksi ln.« In.» In.' In.'

114 3.23 1.58 5.97 31.1 9.13 21000 248 70.9 105 3.21 1.71 6.47 — 33.1 — 60.4 7.15 18900 227 64.7 96 3.19 1.86 7.07 54.5 35.5 — 52.5 5.48 16900 206 58.5

85 2.37 2.28 4.85 34.8 54.4 5.50 7960 178 36.8 77 2.36 2.49 5.29 — 38.2 — 45.2 4.16 7070 161 33.1 70 2.34 2.74 5.83 — 41.1 — 39.1 3.13 6250 145 29.6 64 2.32 2.99 6.35 — 44.3 — 33.6 2.41 5600 132 26.8

60 1.99 3.47 5.44 43.9 — 34.3 2.17 3860 123 20.6

55 1.98 3.82 5.98 — 46.5 - 30.6 1.66 3440 112 18.6 50 1.96 4.21 6.58 63.0 50.3 26.1 1.25 3050 101 16.6 45 1.94 4.79 7.49 48.5 53.3 53. / 23.2 0.889 • 2620 89.7 14.5

40 1.54 5.68 5.74 56.6 52.9 20.6 0.808 1440 78.4 9.94 35 1.51 6.88 6.99 55.7 59.4 48.1 18.7 0.511 1160 66.8 8.13

96 3.16 1.62 6.59 62.7 30.5 6.16 13400 186 59.3

88 3.14 1.77 7.23 52.1 32.1 — 64.2 4.72 11900 169 53.6

78 2.32 2.17 4.91 30.9 4.81 5520 146 33.4 71 2.30 2.38 5.37 — 33.3 — 59.7 3.65 4890 132 30.0 64 2.28 2.63 5.94 36.1 — 50.6 2.65 4280 118 26.6 58 2.26 2.91 6.56 53.3 39.0 — 43.5 1.98 3780 106 23.8

50 1.87 3.66 5.63 42.8 36.1 1.51 2260 91.8 16.3 45 1.85 4.07 6.25 — 46.6 — 30.4 1.11 1980 82.1 14.4 40 1.84 4.54 6.96 56.3 52.1 62.5 24.3 0.790 1730 72.8 12.7 36 1.81 5.30 8.17 40.8 53.0 60.4 23.5 0.545 1450 64.0 10.8

31 1.41 6.49 6.25 57.6 51.2 19.9 0.464 738 54.0 7.06 26 1.38 8.25 7.97 42.9 62.6 43.3 16.9 0.261 562 44.0 5.48



Designation

Area A

Depth d

Flan ge W e b Thick-ness tw

Elastic Properties

Designation

Area A

Depth d Width

*/

Thick-ness

W e b Thick-ness tw


Area A

Depth d Width

*/

Thick-ness

W e b Thick-ness tw / S r I S r

Designation

In.' In. In. In. In. ln.« In.' In. ln.< In.' la

W 14X730 215 22.44 17.889 4.910 3.069 14400 1280 8.18 4720 527 4.1 X665 196 21.67 17.646 4.522 2.826 12500 1150 7.99 4170 472 4.6 X605 178 20.94 17.418 4.157 2.598 10900 1040 7.81 3680 423 4.5 X550 162 20.26 17.206 3.818 2.386 9450 933 7.64 3260 378 4.-X500 147 19.63 17.008 3.501 2.188 8250 840 7.49 2880 339 - -X455 134 19.05 16.828 3.213 2.008 7220 758 7.35 2560 304 4.3

W 14X426 125 18.69 16.695 3.033 1.875 6610 707 7.26 2360 283 4.3 X398 117 18.31 16.590 2.843 1.770 6010 657 7.17 2170 262 4.3 X370 109 17.94 16.475 2.658 1.655 5450 608 7.08 1990 241 4.Z X342 101 17.56 16.365 2.468 1.545 4910 559 6.99 1810 221 4.2 X314 92.3 17.19 16.235 2.283 1.415 4400 512 6.90 1630 201 4.2 X287 84.4 16.81 16.130 2.093 1.310 3910 465 • 6.81 1470 182 4.1 X264 77.6 16.50 16.025 1.938 1.205 3530 427 6.74 1330 166 ^ •

X246 72.3 16.25 15.945 1.813 1.125 3230 397 6.68 1230 154 4.1

W 14X237 69.7 16.12 15.910 1.748 1.090 3080 382 6.65 1170 148 4.1 X228 67.1 16.00 15.865 1.688 1.045 2940 368 6.62 1120 142 4.1 X219 64.4 15.87 15.825 1.623 1.005 2800 353 6.59 1070 136 4.0 X211 62.1 15.75 15.800 1.563 0.980 2670 339 6.56 1030 130 4.0 X202 59.4 15.63 15.750 1.503 0.930 2540 325 6.54 980 124 4.0 X193 56.7 15.50 15.710 1.438 0.890 2400 310 6.51 930 118 4.0 X184 54.1 15.38 15.660 1.378 0.840 2270 296 6.49 883 113 4.0 X176 51.7 15.25 15.640 1.313 0.820 2150 282 6.45 838 107 4.0 X167 49.1 15.12 15.600 1.248 0.780 2020 267 6.42 790 101 4.0 X158 46.5 15.00 15.550 1.188 0.730 1900 253 6.40 745 95.8 4.0 X150 44.1 14.88 15.515 1.128 0.695 1790 240 6.37 703 90.6 3.9 X142 41.8 14.75 15.500 1.063 0.680 1670 227 6.32 660 85.2 3.9

W 14X320 94.1 16.81 16.710 2.093 1.890 4140 493 6.63 1640 196 4.1


1-35

*

X X

—t,

1



rT d


J

Warping Constant

Cw


rT d bf Fy sL

tjjj

Fy" Fy"'

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

d bf

Ksi

sL tjjj

Ksi Ksi ln.« ln.« ln.« In.»

730 5.27 0.255 1.82 7.31 1450 362000 1660 816 665 5.17 0.272 1.95 — 7.67 — — 1120 306000 1480 730 605 5.08 0.289 2.10 — 8.06 — — 869 259000 1320 652 550 5.00 0.308 2.25 — 8.49 — — 670 220000 1180 584 500 4.92 0.330 2.43 — 8.97 — — 514 187000 1050 522 455 4.85 0.352 2.62 — 9.49 — — 396 161000 938 468

426 4.81 0.369 2.75 9.97 330 145000 869 434 398 4.76 0.388 2.92 — 10.3 — — 272 130000 802 401 370 4.72 0.410 3.10 — 10.8 — — 222 116000 737 370 342 4.68 0.435 3.32 — 11.4 — — 178 103000 673 338 314 4.63 0.464 3.56 — 12.1 — — 140 90600 611 307 287 4.58 0.498 3.85 — 12.8 — — 108 ' 79400 551 278 264 4.54 0.531 4.13 — 13.7 — — 85.3 70600 502 254 246 4.51 0.562 4.40 — 14.4 — — 69.7 63900 464 235

237 4.50 0.580 4.55 14.8 62.6 60700 445 225 228 4.48 0.597 4.70 — 15.3 — — 56.2 57600 427 216 219 4.47 0.618 4.88 — 15.8 — — 49.9 54500 408 207 211 4.46 0.638 5.05 — 16.1 — — 44.8 51800 391 198 202 4.44 0.660 5.24 — 16.8 — — 39.6 48900 373 189 193 4.42 0.686 5.46 — 17.4 — — 34.7 46000 355 180 184 4.41 0.713 5.68 — 18.3 — — 30.3 43300 338 171 176 4.39 0.743 5.96 — 18.6 — — 26.5 40700 321 163 167 4.38 0.777 6.25 — 19.4 — — 22.8 38000 303 154 158 4.36 0.812 6.54 63.6 20.5 — — 19.5 35500 286 145 150 4.35 0.850 6.88 57.6 21.4 — — .16.7 33200 270 137 142 4.33 0.895 7.29 51.3 21.7 — — 14.2 30900 255 129

320 4.73 0.481 3.99 — 8.89 — — 137 88500 592 304


1-36


Designation

Area A

Depth d

Fia nge W e b Thick-ness tw

Elastic Properties

Designation

Area A

Depth d Width

Thick-ness

W e b Thick-ness tw


Area A

Depth d Width

Thick-ness

W e b Thick-ness tw I S r I S r

Designation

ln.« In. In. In. In. ln.« In.' In. ln.< In.» In.

W 14X136 40 0 14 75 14 740 1 063 0 660 1590 216 6 31 568 77 0 3.77 X127 37 3 14 62 14 690 0 998 0 610 1480 202 6 29 528 71 8 3.76 X119 35 0 14 50 14 650 0 938 0 570 1370 189 6 26 492 67 1 3.75 Xlll 32 7 14 37 14 620 0 873 0 540 1270 176 6 23 455 62 2 3.73 X103 30 3 14 25 14 575 0 813 0 495 1170 164 6 21 420 57 6 3.72 X 95 27 9 14 12 14 545 0 748 0 465 1060 151 6 17 384 52 8 3.71 X 87 25 6 14 00 14 500 0 688 0 420 967 138 6 15 350 48 2 3.70

W 14X 84 24 7 14 18 12 023 0 778 0 451 928 131 6 13 225 37 5 3.02

X 78 22 9 14 06 12 000 0 718 0 428 851 121 6 09 207 34 5 3.00

W 14X 74 21 8 14 19 10 072 0 783 0 450 797 112 6 05 133 26 5 2.48 X 68 20 0 14 06 10 040 0 718 0 418 724 103 6 02 121 24 1 2.46 X 61 17 9 13 91 10 000 0 643 0 378 641 92.2 5 98 107 21 5 2.45

W 1 4 X 53 15.6 13 94 8 062 0 658 0 370 542 77.8 5 90 57.5 14 3 1.92

X 48 14.1 13 81 8 031 0 593 0 339 485 70.2 5 86 51.3 12 8 1.91 X 43 12.6 13 68 8 000 0 528 0 308 429 62.7 5 82 45.1 11 3 1.89

W 1 4 X 38 11. 2 14 12 6 776 0 513 0 313 386 54.7 5 88 26.6 7 86 1.54 X 34 10.0 14 00 6 750 0 453 0 287 340 48.6 5 83 23.3 6 89 1.52 X 30 8. 83 13 86 6 733 0 383 0 270 290 41.9 5 74 19.5 5 80 1.49

W 1 4 X 26 7.67 13 89 5 025 0 418 0 255 244 35.1 5 64 8.86 3 53 1.08

X 22 6.49 13 72 5 000 0 335 0 230 198 28.9 5 53 7.00 2 80 1.04


1-37



rT d


J

Warping Constant


rT d bf Ztf

Fy F," Fy til

Torsional Constant

J

Warping Constant

zx Zy

Lb. In.

d bf Ztf

Ksi Ksi Ksi ln.< ln.« In.' In.*

136 4 12 0 941 6.93 56.7 22 3 13.5 26600 243 117

127 4 10 0 997 7 36 50.3 24 0 — 11.1 24500 226 109

119 4 08 1 06 7 81 44.7 25 4 — 9.20 22600 211 102

111 4 07 1 13 8 37 38.9 26 6 — 7.48 20700 196 94.3

103 4 05 1 20 8 96 33.9 28 8 — 6.02 18900 181 87.2

95 4 04 1 30 9 72 28.8 30 4 — 4.74 17200 166 79.9

87 4 02 1 40 10 5 24.5 33 3 — 59 4 3.68 15500 151 73.0

84 3 32 1 52 7 73 45.6 31 4 — 4.41 10100 145 57.0

78 3 31 1 63 8 36 39.0 32 9 — 61 2 3.52 9210 134 52.4

74 2 76 1 80 6 43 31 5 — 3.86 6000 126 40.5

68 2 74 1 95 6 99 55.7 33 6 — 58 4 3.01 • 5390 115 36.8

61 2 73 2 16 7 78 45.1 36 8 — 48 8 2.19 4720 102 32.7

53 2 18 2 63 6 13 37 7 — 46 5 1.93 2540 87.1 21.9

48 2 16 2 90 6 77 59.4 40 7 — 39 8 1.44 2240 78.4 19.6

43 2 14 3 24 7 58 47.5 44 4 — 33 5 1.05 1950 69.7 17.3

38 1 80 4 06 6 60 62.5 45 1 — 32 5 0.796 1230 61.6 12.1

34 1 78 4 58 7 45 49.1 48 8 — 27 8 0.567 1070 54.6 10.6

30 1 75 5 37 8 79 35.3 51 3 64.4 25 1 0.376 886 47.2 8.95

26 1 29 6 61 6 01 54 5 57.2 22 3 0.355 402 40.0 5.52

22 1 26 8 19 7 46 48.9 59 7 47.7 18 6 0.208 313 33.1 4.39


V

1-38

i W S H A P E S Properties for designing


Area Depth Thick- Thick- Axis X-X Axis Y-Y A w lutn ness uesignation ness

V tf I S r I S r

In.! In. In. In. In. In.' In.' In. ln.« ln.= In.

W 12X190 55 9 14.38 12 670 1 736 1 060 1890 263 5 82 590 93 1 3.25

X161 47 4 13 88 12 515 1 486 0 905 1540 222 5 70 486 77 7 3.20

X133 39 1 13.38 12 365 1 236 0 755 1220 183 5 59 390 63 1 3.16

X120 35 3 13.12 12 320 1 106 0 710 1070 163 5 51 345 56 0 3.13

X106 31 2 12 88 12 230 0 986 0 620 931 145 5 46 301 49 2 3.11

X 99 29 1 12.75 12 192 0 921 0 582 859 135 5 43 278 45 7 3.09

X 92 27 1 12.62 12 155 0 856 0 545 789 125 5 40 256 42 2 3.08

X 85 25 0 12.50 12 105 0 796 0 495 723 116 5 38 235 38 9 3.07

X 79 23 2 12.38 12 080 0 736 0 470 663 107 5 34 216 35 8 3.05

X 72 21 2 12.25 12 040 0 671 0 430 597 97 5 5 31 195 32 4 3.04

X 65 19 1 12 12 12 000 0 606 0 390 533 88 0 5 28 175 29 1 3.02

W 12X 58 17 1 12 19 10 014 0 641 0 359 476 78 1 5 28 107 21 4 2.51

X 53 15 6 12 06 10 000 0 576 0 345 426 70 7 5 23 96.1 19 2 2.48

W 12X 50 14 7 12 19 8 077 0 641 0 371 395 64 7 5 18 56.4 14 0 1.96

X 45 13 2 12 06 8 042 0 576 0 336 351 58 2 5 15 50.0 12 4 1.94

X 40 11 8 11 94 8 000 0 516 0 294 310 51 9 5 13 44.1 11 0 1.94

W 1 2 X 36 10 6 12 24 6 565 0 540 0 305 281 46 0 5 15 25.5 7 77 1.55

X 31 9 13 12 09 6 525 0 465 0 265 239 39 5 5 12 21.6 6 61 1.54

X 27 7 95 11 96 6 497 0 400 0 237 204 34 2 5 07 18.3 5 63 1.52

W 12X 22 6 47 12 31 4 030 0 424 0 260 156 25 3 4 91 4.64 2 31 0.847

X 19 5 59 12 16 4 007 0 349 0 237 130 21 3 4 82 3.76 1 88 0.820

X 16.5 4 87 12 00 4 000 0 269 0 230 105 17 6 4 65 2.88 1 44 0.770

X 14 4 12 11 91 3 968 0 224 0 198 88.0 14 8 4 62 2.34 1 18 0.754

•


1-39

X X W S H A P E S Properties for designing i


rT d


J

Warping Constant

Cw


rT d Fy d_

tw

Fy" Fy'"

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

d

Ksi

d_

tw Ksi Ksi ln.« ' In.» In.' In.'

190 3 59 0 654 3 65 13 6 48 9 23600 311 143

161 3 53 0 746 4 21 — 15 3 — 30 6 18700 259 119

133 3 47 0 875 5 00 — 17 7 — 17 6 14400 210 96.2

120 3 44 0 963 5 57 — 18 5 — 12 9 12500 186 85.5

106 3 41 1 07 6 20 — 20 8 — 9 10 10600 164 74.9

99 3 39 1 14 6 62 62.2 21 9 — 7 45 9740 152 69.5

92 3 38 1 21 7 10 54.1 23 2 — 6 01 8870 140 64.2

85 3 36 1 30 7 60 47.1 25 3 — 4 80 8060 129 59.1

79 3 34 1 39 8 21 40.5 26 3 — 3 85 7330 119 54.4

72 3 33 1 52 8 97 33.9 28 5 — 2 94 6550 108 49.2

65 3 31 1 67 9 90 27.8 31 1 — 2 19 5790 97.0 44.1

58 2 75 1 90 7 81 44.7 34 0 57 3 2 10 3580 86.5 32.6

53 2 74 2 09 8 68 36.2 35 0 — 54 1 1 59 3170 78.1 29.2

50 2 19 2 35 6 30 32 9 61 2 1 79 1880 72.5 21.4

45 2 18 2 60 6 98 55.9 35 9 — 51 3 1 32 1650 64.8 19.0

40 2 16 2 89 7 75 45.3 40 6 — 40 0 0 956 1440 57.5 16.8

36 1.77 3.45 6 08 40 1 —, 41 0 0 830 873 51.6 11.9

31 1.75 3.98 7 02 55.4 45 6 — 31 7 0 536 728 44.1 10.1

27 1.74 4.60 8 12 41.3 50 5 — 25 9 0 351 611 38.0 8.62

22 1.03 7.20 4 75 47 3 29 5 0 292 164 29.3 3.65

19 1.01 8 .70 5 74 — 51 3 64.5 25 1 0 181 131 24.7 2.98

16.5 0.975 11 .2 7 43 49.3 52 2 62.4 24 3 0 112 99.2 20.6 2.32

14 0.957 13.4 8 86 34.7 60 2 46.9 18 3 0 069 80.0 17.3 1.89


1-40


Designation

Area A

Depth d


Elastic Properties

Designation

Area A

Depth d Width

Thick-ness tf

W e b Thick-ness tw


Area A

Depth d Width

Thick-ness tf

W e b Thick-ness tw / S r S r

Designation

ln.2 In. In. In. In. ln.« In.» In. ln.< In.' In.

W 10X112 32 9 11 38 10 415 1 248 0.755 719 126 4 67 235 45.2 2 67

X100 29 4 11 12 10 345 1 118 0.685 625 112 4 61 207 39.9 2 65

X 89 26 2 10 88 10 275 0 998 0.615 542 99 7 4 55 181 35.2 2 63

X 77 22 7 10 62 10 195 0 868 0.535 457 86 1 4 49 153 30.1 2 60

X 72 21 2 10 50 10 170 0 808 0.510 421 80 1 4 46 142 27.9 2 59

X 66 19 4 10 38 10 117 0 748 0.457 382 73 7 4 44 129 25.5 2 58

X 60 17 7 10 25 10 075 0 683 0.415 344 67 1 4 41 116 23.1 2 57

X 54 15 9 10 12 10 028 0 618 0.368 306 60 4 4 39 104 20.7 2 56

X 49 14 4 10 00 10 000 0 558 0.340 273 54 6 4 35 93.0 18.6 2 54

W 10X 45 13 2 10 12 8 022 0 618 0.350 249 49 1 4 33 53.2 13.3 2 00

X 39 11 5 9 94 7 990 0 528 0.318 210 42 2 4 27 44.9 11.2 1 98

X 33 9 71 9 75 7 964 0 433 0.292 171 35 0 4 20 36.5 9.16 1 94

W 10X 29 8 54 10 22 5 799 0 500 0.289 158 30 8 4 30 16.3 5.61 1 38

X 25 7 36 10 08 5 762 0 430 0.252 133 26 5 4 26 13.7 4.76 1 37

X 21 6 20 9 90 5 750 0 340 0.240 107 21 5 4 15 10.8 3.75 1 32

W 1 0 X 19 5 61 10 25 4 020 0 394 0.250 96.3 18 8 4 14 4.28 2.13 0 874

X 17 4 99 10 12 4 010 0 329 0.240 81.9 16 2 4 05 3.55 1.77 0 844

X 15 4 41 10 00 4 000 0 269 0.230 68.9 13 8 3 95 2.88 1.44 0 809

X 11.5 3 39 9 87 3 950 0 204 0.180 52.0 10 5 3 92 2.10 1.06 0 787


1-41

•

y A

— —U



rT d


J

Warping Constant

Cw


rT d Fy A.

tw

Fy" Fy'"

Torsional Constant

J

Warping Constant

Cw zx Zy

Lb. In.

d

Ksi

A. tw

Ksi Ksi ln.< ln.« In.1 In.'

112 2.94 0.876 4.17 15.1 15.0 6040 148 69.1

100 2.91 0.961 4.63 — 16.2 — — 10.8 5170 130 61.0 89 2.88 1.06 5.15 — 17.7 — — 7.74 4410 114 53.6

77 2.85 1.20 5.87 — 19.9 — — 5.11 3650 97.8 45.8

72 2.84 1.28 6.29 — 20.6 — — 4.17 3330 90.6 42.4 66 2.82 1.37 6.76 59.6 22.7 — — 3.27 3000 82.8 38.8

60 2.80 1.49 7.38 50.1 24.7 — — 2.49 2670 75.0 35.1

54 2.78 1.63 8.11 41.4 27.5 — — 1.84 2350 67.1 31.4

49 2.77 1.79 8.96 33.9 29.4 — — 1.38 2070 60.3 28.2

45 2.21 2.04 6.49 64.7 28.9 1.50 1200 54.9 20.2 39 2.19 2.36 7.57 47.6 31.3 — — 0.971 . 995 46.9 17.1 33 2.16 2.83 9.20 32.2 33.4 — 59.2 0.580 792 38.8 14.0

29 1.57 3.52 5.80 — 35.4 52.8 0.579 384 34.7 8.62 25 1.56 4.07 6.70 60.7 40.0 — 41.3 0.373 320 29.6 7.30 21 1.53 5.06 8.46 38.1 41.3 — 38.8 0.210 246 24.1 5.77

19 1.05 6.47 5.10 41.0 39.3 0.232 104 21.6 3.35

17 1.03 7.67 6.09 — 42.2 — 37.1 0.155 85.1 18.6 2.80 15 1.00 9.29 7.43 49.3 43.5 — 34.9 0.104 68.2 16.0 2.29 11.5 0.975 12.2 9.68 29.1 54.8 56.5 22.0 0.049 49.1 12.2 1.68


1-42


Designation

Area A

Depth d

Flan ge W e b Thick-ness tw

Elastic Properties

Designation

Area A

Depth d Width

Thick-ness

tf

W e b Thick-ness tw


Area A

Depth d Width

Thick-ness

tf

W e b Thick-ness tw I S r S r

Designation

ln.2 In. In. In. In. ln.« In.» In. In.» In.» In.

W 8 X 6 7 19.7 9.00 8.287 0.933 0.575 272 60.4 3.71 88.6 21.4 2.12

X58 17.1 8.75 8.222 0.808 0.510 227 52.0 3.65 74.9 18.2 2.10 X48 14.1 8.50 8.117 0.683 0.405 184 43.2 3.61 60.9 15.0 2.08 X40 11.8 8.25 8.077 0.558 0.365 146 35.5 3.53 49.0 12.1 2.04 X35 10.3 8.12 8.027 0.493 0.315 126 31.1 3.50 42.5 10.6 2.03 X31 9.12 8.00 8.000 0.433 0.288 110 27.4 3.47 37.0 9.24 2.01

W 8X28 8.23 8.06 6.540 0.463 0.285 97.8 24.3 3.45 21.6 6.61 1.62

X24 7.06 7.93 6.500 0.398 0.245 82.5 20.8 3.42 18.2 5.61 1.61

W 8X20 5.89 8.14 5.268 0.378 0.248 69.4 17.0 3.43 9.22 3.50 1.25 X17 5.01 8.00 5.250 0.308 0.230 56.6 14.1 3.36 7.44 2.83 1.22

W 8 X 1 5 4.43 8.12 4.015 0.314 0.245 48.1 11.8 3.29 3.40 1.69 0.876 X13 3.83 8.00 4.000 0.254 0.230 39.6 9.90 3.21 2.72 1.36 0.842

X10 2.96 7.90 3.940 0.204 0.170 30.8 7.80 3.23 2.08 1.06 0.839

W 6 X 2 5 7.35 6.37 6.080 0.456 0.320 53.3 16.7 2.69 17.1 5.62 1.53

X20 5.88 6.20 6.018 0.367 0.258 41.5 13.4 2.66 13.3 4.43 1.51

X15.5 4.56 6.00 5.995 0.269 0.235 30.1 10.0 2.57 9.67 3.23 1.46

W 6 X 1 6 4.72 6.25 4.030 0.404 0.260 31.7 10.2 2.59 4.42 2.19 0.967 X12 3.54 6.00 4.000 0.279 0.230 21.7 7.25 2.48 2.98 1.49 0.918

X 8.5 2.51 5.83 3.940 0.194 0.170 14.8 5.08 2.43 1.98 1.01 0.889

W 5X18.5 5.43 5.12 5.025 0.420 0.265 25.4 9.94 2.16 8.89 3.54 1.28

X16 4.70 5.00 5.000 0.360 0.240 21.3 8.53 2.13 7.51 3.00 1.26

W 4 X 1 3 3.82 4.16 4.060 0.345 0.280 11.3 5.45 1.72 3.76 1.85 0.991


1-43

t > r

d X X W S H A P E S 1 d X X W S H A P E S

— Properties for designing 1 i

% . m^mm

Nomina! Weight per Ft.


J

Warping Consta nt

Cw

Plástic Modulus Nomina! Weight per Ft.

rT d bf Fy' Fy»

77" ni by

Torsional Constant

J

Warping Consta nt

Cw zx

1 2tf

Lb. In.

2tf

Ksi Ksi Ksi In.» ln.« In.' In.'

67 2.33 1.16 4.44 15.7 5.05 1440 70.2 32.7 58 2.31 1.32 5.09 — 17.2 — — 3.32 1180 59.7 27.8 48 2.27 1.53 5.94 — 21.0 — — 1.96 931 49.0 22.8 40 2.24 1.83 7.24 52.0 22.6 — — 1.12 725 39.8 18.5 35 2.22 2.05 8.14 41.1 25.8 — — 0.768 618 34.7 16.1 31 2.21 2.31 9.24 31.9 27.8 — — 0.534 529 30.4 14.0

28 1.80 2.66 7.06 54.6 28.3 0.533 312 27.1 10.1 24 1.78 3.07 8.17 40.9 32.4 — 63.0 0.343 259 23.1 8.54

20 1.42 4.09 6.97 56.1 32.8 61.3 0.245 139 19.1 5.37 17 1.40 4.95 8.52 37.5 34.8 — 54.6 0.147 110 15.9 4.36

15 1.04 6.44 6.39 33.1 60.1 0.136 51.8 13.6 2.66 13 1.02 7.87 7.87 43.9 34.8 — 54.6 0.087 40.8 11.4 2.15 10 1.00 9.83 9.66 29.2 46.5 — 30.6 0.042 30.9 8.86 1.65

25 1.69 2.30 6.67 61.3 19.9 0.463 150 18.9 8.58 20 1.66 2.81 8.20 40.5 24.0 — — 0.243 113 15.0 6.75

15 5 1.63 3.72 11.1 21.9 25.5 — — 0.111 79.4 11.1 4.92

16 1.10 3.84 4.99 — 24.0 0.222 37.7 11.6 3.38 12 1.07 5.38 7.17 53.0 26.1 — 0.090 24.4 8.23 2.31 8 5 1.04 7.63 10.2 26.4 34.3 — 56.2 0.033 15.7 5.71 1.55

18 5 1.40 2.43 5.98 19.3 — 0.295 49.1 11.3 5.39

16 1.39 2.78 6.94 56.5 20.8 — — 0.192 40.4 9.61 4.58

13 1.11 2.97 5.88 14.9 — — 0.154 13.7 6.27 2.88


1-44

M S H A P E S Properties for designing

Designation

Area A

Depth d


Elastic Properties

Designation

Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw


Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw I S r I S r

Designation

ln.> In. In. In. In. In.' In.' In. In.» ln.> In.

M 14X 17 2 5 05 14.00 4.000 0.272 0.210 147 21 1 5 40 2 65 1 33 0.725

M 12X 11 8 3 47 12.00 3.065 0.225 0.177 71.9 12 0 4 55 0 980 0 639 0.532

M 10X 29 1 8 56 9.88 5.937 0.389 0.427 131 26 6 3 92 11 2 3 76 1.14

X 22 9 6 73 9.88 5.752 0.389 0.242 117 23 6 4 16 10 0 3 48 1.22

M 10X 9 2 65 10.00 2.690 0.206 0.157 38.8 7 76 3 83 0 609 0 453 0.480

M 8X 34 3 10 1 8.00 8.003 0.459 0.378 116 29 1 3 40 34 9 8 73 1.86

X 32 6 9 58 8.00 7.940 0.459 0.315 114 28 4 3 44 34 1 8 58 1.89

M 8X 22 5 6 60 8.00 5.395 0.353 0.375 68.2 17 1 3 22 7 48 2 77 1.06

X 18 5 5 44 8.00 5.250 0.353 0.230 62.0 15 5 3 38 6 82 2 60 1.12

M 8X 6 5 1 92 8.00 2.281 0.189 0.135 18.5 4 62 3 10 0 343 0 301 0.423

M 7X 5 5 1 62 7.00 2.080 0.180 0.128 12.0 3 44 2 73 0 249 0 239 0.392

M 6X 22 5 6 62 6.00 6.060 0.379 0.372 41.2 13 7 2 49 12 4 4 08 1.37

X 20 5 89 6.00 5.938 0.379 0.250 39.0 13 0 2 57 11 6 3 90 1.40

M 6X 4 4 1 29 6.00 1.844 0.171 0.114 7.20 2 40 2 36 0 165 0 179 0.358

M 5X 18 9 5 55 5.00 5.003 0.416 0.316 24.1 9 63 2 08 7 86 3 14 1.19

M 4X 13 8 4 06 4.00 4.000 0.371 0.313 10.8 5 42 1 63 3 58 1 79 0.939

X 13 3 81 4.00 3.940 0.371 0.254 10.5 5 24 1 66 3 36 1 71 0.939


1-45

—t .

Y

6,

M S H A P E S Properties for designing i


rT d

Af


J

Warping Constant

Cw


rT d

Af bf Fy d^ Fy" Fy'"

Torsional Constant

J

Warping Constant

Cw zx

Lb. In.

d

Af bf

Ksi

d^

Ksi Ksi ln.< ln.« In.' In.'

17.2 0.925 12.8 7.34 50.6 66.7 38.2 14.9 0.110 125 24.8 2.21

11.8 0.690 17.4 6.81 58.7 67.8 36.9 14.4 0.053 34.0 14.3 1.09

29.1 1.40 4.28 7.63 46.8 23.1 — 0.587 251 30.9 6.51 22.9 1.40 4.42 7.39 49.8 40.8 — 39.6 0.343 226 26.4 5.80

9 0.616 18.0 6.53 63.9 63.7 41.8 16.3 0.033 14.6 9.19 0.765

34.3 2.08 2.18 8.72 35.9 21.2 0.747 497 32.6 13.9

32.6 2.08 2.20 8.65 36.4 25.4 — — 0.673 484 31.6 13.6

22.5 1.28 4.20 7.64 46.7 21.3 0.374 109 19.7 4.79 18.5 1.28 4.32 7.44 49.3 34.8 — 54.6 0.243 99.8 17.4 4.35

6.5 0.535 18.6 6.03 — 59.3 48.3 18.8 0.019 5.23 5.42 0.502

5.5 0.493 18.7 5.78 — 54.7 56.8 22.1 0.015 2.89 4.03 0.398

22.5 1.55 2.61 7.98 42.7 16.1 — 0.385 97.7 15.6 6.63

20 1.54 2.66 7.82 44.5 24.0 — — 0.295 91.5 14.5 6.25

4.4 0.444 19.0 5.39 — 52.6 61.3 23.8 0.010 1.40 2.80 0.296

18.9 1.32 2.40 6.01 — 15.8 — — 0.344 41.3 11.0 5.02

13.8 1.05 2.69 5.38 12.8 0.216 11.8 6.31 2.88

13 1.04 2.73 5.30 — 15.7 — 0.190 11.1 6.06 2.74


1-46

T S S H A P E S 1 Properties for designing


Area A

Depth Width

Thick-ness t;

Thick-ness

Axis X-X Axis Y-Y

uesignauon bf

Thick-ness t; tw / S r / S r

In.» In. In. In. In. In.' In.» In. ln.« In.' In.

S 24X120 35.3 24 00 8.048 1.102 0.798 3030 252 9 26 84.2 20.9 1.54 X105 9 31.1 24 00 7.875 1.102 0.625 2830 236 9 53 78.2 19 8 1.58

S 24X100 29.4 24 00 7.247 0.871 0.747 2390 199 9 01 47.8 13.2 1.27 X 90 26.5 24 00 7.124 0.871 0.624 2250 187 9 22 44.9 12.6 1.30 X 79 9 23.5 24 00 7.001 0.871 0.501 2110 175 9 47 42.3 12.1 1.34

S 20X 95 27.9 20 00 7.200 0.916 0.800 1610 161 7 60 49.7 13 8 1.33 X 85 25.0 20 00 7.053 0.916 0.653 1520 152 7 79 46.2 13.1 1.36

S 20X 75 22.1 20 00 6.391 0.789 0.641 1280 128 7 60 29.6 9.28 1.16 X 65 4 19.2 20 00 6.250 0.789 0.500 1180 118 7 84 27.4 8 77 1.19

S 18X 70 20.6 18 00 6.251 0.691 0.711 926 103 6 71 24.1 7.72 1.08 X 54 7 16 1 18 00 6.001 0.691 0.461 804 89.4 7 07 20.8 6.94 1.14

S 15X 50 14 7 15 00 5.640 0.622 0.550 486 64.8 5 75 15.7 5.57 1.03 X 42 9 12 6 15 00 5.501 0.622 0.411 447 59.6 5 95 14.4 5.23 1.07

S 12X 50 14 7 12 00 5.477 0.659 0.687 305 50.8 4 55 15.7 5.74 1.03 X 40 8 12 0 12 00 5.252 0.659 0.462 272 45.4 4 77 13.6 5 16 1.06

S 12X 35 10 3 12 00 5.078 0.544 0.428 229 38.2 4 72 9.87 3 89 0.980

X 31 8 9 35 12 00 5.000 0.544 0.350 218 36.4 4 83 9.36 3 74 1.00

S 10X 35 10 3 10 00 4.944 0.491 0.594 147 29.4 3 78 8.36 3 38 0.901 X 25 4 7 46 10 00 4.661 0.491 0.311 124 24.7 4 07 6.79 2 91 0.954

S 8X 23 6 77 8 00 4.171 0.425 0.441 64.9 16.2 3 10 4.31 2 07 0.798 X 18 4 5 41 8 00 4.001 0.425 0.271 57.6 14.4 3 26 3.73 1 86 0.831

S 7X 20 5 88 7 00 3.860 0.392 0.450 42.4 12.1 2 69 3.17 1 64 0.734 X 15 3 4 50 7 00 3.662 0.392 0.252 36.7 10.5 2 86 2.64 1 44 0.766

S 6X 17 25 5 07 6 00 3.565 0.359 0.465 26.3 8.77 2 28 2.31 1 30 0.675

X 12 5 3 67 6 00 3.332 0.359 0.232 22.1 7.37 2 45 1.82 1 09 0.705

S 5X 14 75 4 34 5 00 3.284 0.326 0.494 15.2 6.09 1 87 1.67 1 01 0.620 X 10 2 94 5 00 3.004 0.326 0.214 12.3 4.92 2 05 1.22 0 809 0.643

S 4X 9 5 2 79 4 00 2.796 0.293 0.326 6.79 3.39 1 56 0.903 0 646 0.569 X 7 7 2 26 4 00 2.663 0.293 0.193 6.08 3.04 1 64 0.764 0 574 0.581

S 3X 7 5 2 21 3 00 2.509 0.260 0.349 2.93 1.95 1 15 0.586 0 468 0.516

X 5 7 1 67 3 00 2.330 0.260 0.170 2.52 1.68 1 .23 0.455 0 390 0.522


1-47

—t.

S S H A P E S Properties for designing i


rT d

Compact Section Criteria Torsional Consta nt

J

Warping Constant

Cw


rT d

2tf

*> Fy" Fy"

Torsional Consta nt

J

Warping Constant

Cw zx Zy

Lb. In.

d

2tf

Ksi Ksi Ksi ln.« In.» In." In.'

120 1.93 2.71 3.65 30.1 13.0 11000 299 36.4 105.9 1.93 2.77 3.57 — 38.4 — 44.8 10.4 10200 274 33.5

100 1.65 3.80 4.16 — 32.1 — 64.0 7.63 6390 240 24.0 90 1.65 3.87 4.09 — 38.5 — 44.6 6.05 6010 222 22.3 79.9 1.66 3.94 4.02 — 47.9 — 28.8 4.90 5660 205 20.7

95 1.70 3.03 3.93 — 25.0 — — 8.46 4520 194 24.7 85 1.69 3.09 3.85 — 30.6 — — 6.63 4200 179 22.8

75 1.48 3.96 4.05 — 31.2 — — 4.60 2730 153 16.6 65.4 1.48 4.05 3.96 — 40.0 — 41.3 3.50 2530 138 15.2

70 1.41 4.17 4.52 — 25.3 — — 4.15 1810 125 14.4 54.7 1.41 4.34 4.34 — 39.0 — 43.3 2.37 1560 105 12.1

50 1.31 4.28 4.53 — 27.3 — — 2.12 811 77.1 9.97 42.9 1.31 4.38 4.42 — 36.5 — 49.6 1.54 743 69.3 9.02

50 1.31 3.32 4.15 — 17.5 — _ 2.82 505 61.2 10.3 40.8 1.28 3.46 3.98 — 26.0 — — 1.76 436 53.1 8.85

35 1.20 4.34 4.67 — 28.0 — — 1.08 324 44.8 6.79 31.8 1.20 4.41 4.60 — 34.3 — 56.2 0.901 307 42.0 6.40

35 1.15 4.12 5.03 — 16.8 — — 1.29 189 35.4 6.22 25.4 1.13 4.37 4.74 — 32.2 — 63.9 0.604 153 28.4 4.96

23 0.987 4.51 4.90 — 18.1 — 0.551 61.8 19.3 3.68 18.4 0.973 4.70 4.70 — 29.5 — — 0.336 53.5 16.5 3.16

20 0.914 4.63 4.92 — 15.6 — — 0.451 34.6 14.5 2.96 15.3 0.894 4.88 4.67 — 27.8 — — 0.241 28.8 12.1 2.44

17.25 0.845 4.69 4.97 — 12.9 — — 0.374 18.4 10.6 2.36 12.5 0.817 5.02 4.64 — 25.9 — — 0.168 14.5 8.47 1.85

14.75 0.781 4.66 5.03 — 10.1 — — 0.323 9.09 7.42 1.88 10 0.741 5.10 4.60 — 23.4 — — 0.114 6.64 5.67 1.37

9.5 0.684 4.88 4.77 — 12.3 — — 0.120 3.10 4.04 1.13 7.7 0.662 5.13 4.54 — 20.7 — — 0.073 2.62 3.51 0.964

7.5 0.621 4.60 4.83 — 8.60 — — 0.091 1.10 2.36 0.826 5.7 0.585 4.95 4.48 — 17.6 — — 0.044 0.854 1.95 0.653


1-48

HP S H A P E S Properties for designing

Designation

Area A

Depth d


Elastic Properties

Designation

Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw


Area A

Depth d Width

bf

Thick-ness

tf

W e b Thick-ness tw / S r S r

Designation

In.* In. In. In. In. In.* In.» In. ln.« In.» In.

H P 14X117 34.4 14.23 14.885 0.805 0.805 1230 173 5.97 443 59.5 3.59

X102 30.0 14.03 14.784 0.704 0.704 1050 150 5.93 380 51.3 3.56

X 89 26.2 13.86 14.696 0.616 0.616 910 131 5.89 326 44.4 3.53

X 73 21.5 13.64 14.586 0.506 0.506 734 108 5.85 262 35.9 3.49

H P 1 2 X 74 21.8 12.12 12.217 0.607 0.607 566 93.4 5.10 185 30.2 2.91

X 53 15.6 11.78 12.046 0.436 0.436 394 66.9 5.03 127 21.1 2.86

H P 1 0 X 57 16.8 10.01 10.224 0.564 0.564 295 58.8 4.19 101 19.7 2.45

X 42 12.4 9.72 10.078 0.418 0.418 211 43.4 4.13 71.4 14.2 2.40

H P 8X 36 10.6 8.03 8.158 0.446 0.446 120 29.9 3.36 40.4 9.91 1.95


1-49

Y

b,

HP S H A P E S Properties for designing i


T d

Compact Section Criteria Torsíonal Constant

J

Warping Constant

CW


T d bf Fy A.

tw

Fy"

Torsíonal Constant

J

Warping Constant

CW zx Zy

Lb. In.

d bf

Ksi

A. tw

Ksi Ksi In.* ln.<¡ In.* In.'

117 4.06 1.19 9.25 31.9 17.7 8.02 20000 195 91.4 102 4.02 1.35 10.5 24.7 19.9 — — 5.38 16900 169 78.6 89 3.99 1.53 11.9 19.1 22.5 — — 3.62 14300 146 67.9 73 3.94 1.85 14.4 13.1 27.0 — — 2.03 11300 119 54.8

74 3.31 1.63 10.1 26.9 20.0 — — 2.97 6120 105 46.4 53 3.23 2.24 13.8 14.3 27.0 — — 1.13 4090 74.2 32.3

57 2.78 1.74 9.06 33.2 17.7 1.96 2240 66.5 30.3 42 2.72 2.31 12.1 18.8 23.3 — — 0.811 1540 48.4 21.7

36 2.22 2.21 9.15 32.6 18.0 — — 0.776 581 33.8 15.2


1-50

r C H A N N E L S 1 AMERICAN STANDARD

Properties for designing

Flange W e b Axis X-X

Designation

Area A

Depth d Width

Average thickness

tf

thickness tw

d

Af / S r

In.* In. In. In. In. ln.« ln.3 In.

C 15X50 X40 X33 9

14.7 11.8 9.96

15.00 15.00 15.00

3.716 3.520 3.400

0.650 0.650 0.650

0.716 0.520 0.400

6.21 6.56 6.79

404 349 315

53.8 46.5 42.0

5.24 5.44 5.62

C 12X30 X25 X20 7

8.82 7.35 6.09

12.00 12.00 12.00

3.170 3.047 2.942

0.501 0.501 0.501

0.510 0.387 0.282

7.55 7.85 8.13

162 144 129

27.0 24.1 21.5

4.29 4.43 4.61

C 10X30 X25 X20 X15 3

8.82 7.35 5.88 4.49

10.00 10.00 10.00 10.00

3.033 2.886 2.739 2.600

0.436 0.436 0.436 0.436

0.673 0.526 0.379 0.240

7.55 7.94 8.36 8.81

103 91.2 78.9 67.4

20.7 18.2 15.8 13.5

3.42 3.52 3.66 3.87

C 9X20 X15 X13 4

5.88 4.41 3.94

9.00 9.00 9.00

2.648 2.485 2.433

0.413 0.413 0.413

0.448 0.285 0.233

8.22 ' 8.76 8.95

60.9 51.0 47.9

13.5 11.3 10.6

3.22 3.40 3.48

C 8X18 X13 Xll

75 75 5

5.51 4.04 3.38

8.00 8.00 8.00

2.527 2.343 2.260

0.390 0.390 0.390

0.487 0.303 0.220

8.12 8.75 9.08

44.0 36.1 32.6

11.0 9.03 8.14

2.82 2.9? 3.11

C 7X14 X12 X 9

75 25 8

4.33 3.60 2.87

7.00 7.00 7.00

2.299 2.194 2.090

0.366 0.366 0.366

0.419 0.314 0.210

8.31 8.71 9.14

27.2 24.2 21.3

7.78 6.93 6.08

2.5: 2.61 2.7;

C 6X13 X10 X 8

5 2

3.83 3.09 2.40

6.00 6.00 6.00

2.157 2.034 1.920

0.343 0.343 0.343

0.437 0.314 0.200

8.10 8.59 9.10

17.4 15.2 13.1

5.80 5.06 4.38

2.1 2.2 2.3

C 5 X 9 X 6 7

2.64 1.97

5.00 5.00

1.885 1.750

0.320 0.320

0.325 0.190

8.29 8.93

8.90 7.49

3.56 3.00

1.! 1.1

C 4X 7 X 5

25 4

2.13 1.59

4.00 4.00

1.721 1.584

0.296 0.296

0.321 0.184

7.84 8.52

4.59 3.85

2.29 1.93 \\

C 3 X 6 X 5 X 4 1

1.76 1.47 1.21

3.00 3.00 3.00

1.596 1.498 1.410

0.273 0.273 0.273

0.356 0.258 0.170

6.87 7.32 7.78

2.07 1.85 1.66

1.38 1.24 1.10 i


1-51

i

Y

V

: " t

d C H A N N E L S H

1 A.

X

d A M t K l U A N iJIANDARD 1 A.

X

Properties for designing L Y


-

- Axis Y-Y Shear Torsional

Constant J

Warping Constant

Cw _ i Nominal

Weight per Ft.

S T

X Center Location

E,

Torsional Constant

J

Warping Constant

Cw

- In.* In.3 In. In. In. ln.« ln.«

4 4 2

50 40 33.9

11.0 9.23 8.13

3.78 3.36 3.11

0.867 0.886 0.904

0.799 0.778 0.787

0.941 1.03 1.10

2.66 1.46 1.01

492 410 358

9 3 a

30 25 20.7

5.14 4.47 3.88

2.06 1.88 1.73

0.763 0.780 0.799

0.674 0.674 0.698

0.873 0.940 1.01

0.865 0.541 0.371

151 131 112

\2 52 56 37

1

30 25 20 15.3

3.94 3.36 2.81 2.28

1.65 1.48 1.32 1.16

0.669 0.676 0.691 0.713

0.649 0.617 0.606 0.634

0.705 0.757 0.826 0.916

1.22 0.690 0.370 0.211

79.5 68.4 57.0 45.5

22 1 40 48

: 1, 20

1 13.4

2.42 1.93 1.76

1.17 1.01 0.962

0.642 0.661 0.668

0.583 0.586 0.601

0.739 0.824 0.859

. 0.429 0.209 0.169

39.5 31.0 28.2

82 99 11

18.75 13.75 11.5

1.98 1.53 1.32

1.01 0.853 0.781

0.599 0.615 0.625

0.565 0.553 0.571

0.674 0.756 0.807

0.436 0.187 0.131

25.1 19.3 16.5

51 , .60 .72

14.75 12.25 9.8

1.38 1.17 0.968

0.779 0.702 0.625

0.564 0.571 0.581

0.532 0.525 0.541

0.651 0.695 0.752

0.268 0.161 0.100

13.1 11.2 9.16

.13

.22

.34

13 10.5 8.2

1.05 0.865 0.692

0.642 0.564 0.492

0.525 0.529 0.537

0.514 0.500 0.512

0.599 0.643 0.699

0.241 0.131 0.075

7.21 5.94 4.73

.83 ..95

9 6.7

0.632 0.478

0.449 0.378

0.489 0.493

0.478 0.484

0.590 0.647

0.109 0.055

2.93 2.22

l.47 L.56 7.25

5.4 0.432 0.319

0.343 0.283

0.450 0.449

0.459 0.458

0.546 0.594

0.082 0.040

1.24 0.923

L.08 1.12 1.17

6 5

4.1

0.305 0.247 0.197

0.268 0.233 0.202

0.416 0.410 0.404

0.455 0.438 0.437

0.500 0.521 0.546

0.073 0.043 0.027

0.463 0.380 0.307

•


1-52

CHANNELS M I S C E L L A N E O U S


Designation

Area A

Depth d

Flange V i/eb ick-ess d

Af

Axis X-X

Designation

Area A

Depth d Width

Average thickness

tf

ti-n

i/eb ick-ess d

Af S r Designation

In.* In. In. In. In.

d

Af

In.4 In.3 In.

M C 1 8 X 5 8 17.1 18 00 4 200 0.625 0 700 6 86 676 75 1 6.29

X 5 1 . 9 15.3 18 00 4 100 0.625 0 600 7 02 627 69 7 6.41

X 4 5 . 8 13.5 18 00 4 000 0.625 0 500 7 20 578 64 3 6.56

X 4 2 . 7 12.6 18 00 3 950 0.625 0 450 7 29 554 61 6 6.64

M C 1 3 X 5 0 14.7 13 00 4 412 0.610 0 787 4 83 314 48 4 4.62

X 4 0 11.8 13 00 4 185 0.610 0 560 5 09 273 42 0 4.82

X 3 5 10.3 13 00 4 072 0.610 0 447 5 23 252 38 8 4.95

X 3 1 . 8 9.35 13 00 4 000 0.610 0 375 5 33 239 36 8 5.06

M C 1 2 X 5 0 14.7 12 00 4 135 0.700 0 835 4 15 269 44 9 4.28

X 4 5 13.2 12 00 4 012 0.700 0 712 4 27 252 42 0 4.36

X 4 0 11.8 12 00 3 890 0.700 0 590 •4 41 234 39 0 4.46

X 3 5 10.3 12 00 3 767 0.700 0 467 4 55 216 36 1 4.59

M C 1 2 X 3 7 10.9 12 00 3 600 0.600 0 600 5 56 205 34 2 4.34

X 3 2 . 9 9.67 12 00 3 500 0.600 0 500 5 71 191 31 8 4.44

X 3 0 . 9 9.07 12 00 3 450 0.600 0 450 5 80 183 30 6 4.50

M C 12X10.6 3.10 12 00 1 500 0.309 0 190 25 9 55.4 9 23 4.22

M C 10X41.1 12.1 10 00 4 321 0.575 0 796 4 02 158 31 5 3.61

X 3 3 . 6 9.87 10 00 4 100 0.575 0 575 4 24 139 27 8 3.75

X 2 8 . 5 8.37 10 00 3 950 0.575 0 425 4 40 127 25 3 3.89

M C 10X28.3 8.32 10 00 3 502 0.575 0 477 4 97 118 23 6 3.77

X 2 5 . 3 7.43 10 00 3 550 0.500 0 425 5 63 107 21 4 3.79

X 2 4 . 9 7.32 10 00 3 402 0.575 0 377 5 11 110 22 0 3.87

X 2 1 . 9 6.43 10 00 3 450 0.500 0 325 5 80 98.5 19 7 3.91

M C 1 0 X 8.4 2.46 10 00 1 500 0.280 0 170 23 8 32.0 6 40 3.61

M C 1 0 X 6.5 1.91 10 00 1 127 0.202 0 152 43 8 22.1 4 42 3.40


1-53

CHANNELS M I S C E L L A N E O U S

Properties for designing [ Axis Y-Y Shear Torsional

Constant J

Warping Constant

Cw


I S r X

Center Location

Ea

Torsional Constant

J

Warping Constant

Cw

In.4 In.3 In. In. In. In.4 ln.«

58

51.9 45.8 42.7

17.8 16.4 15.1 14.4

5.32 5.07 4.82 4.69

1.02 1.04 1.06 1.07

0.862 0.858 0.866 0.877

1.04 1.10 1.16 1.19

2.81 2.03 1.45 1.23

1070 986 898 852

50 40 35 31.8

16.5 13.7 12.3 11.4

4.79 4.26 3.99 3.81

1.06 1.08 1.10 1.11

0.974 0.964 0.980 1.00

1.21 1.31 1.38 1.43

2.97 1.55 1.13 0.938

558 462 413 380

50 45 40 35

17.4 15.8 14.3 12.7

5.65 5.33 5.00 4.67

1.09 1.09 1.10 1.11

1.05 1.04 1.04 1.05

1.16 1.20 1.25 1.30

3.23 2.34 1.70 1.25

411 374 336 298

37 32.9 30.9

9.81 8.91 8.46

3.59 3.39 3.28

0.950 0.960 0.966

0.866 0.867 0.873

1.05 1.09 1.12

1.43 1.04 0.895

247 224 212

10.6 0.382 0.310 0.351 0.269 0.379 0.060 11.7

41.1 33.6 28.5

15.8 13.2 11.4

4.88 4.38 4.02

1.14 1.16 1.17

1.09 1.08 1.12

1.26 1.35 1.43

2.26 1.20 0.792

269 224 193

28.3 25.3 24.9 21.9

8.21 7.61 7.32 6.74

3.20 2.89 2.99 2.70

0.993 1.01 1.00 1.02

0.933 0.918 0.954 0.954

1.17 1.19 1.22 1.25

0.842 0.576 0.633 0.417

139 132 124 116

8.4 0.328 0.270 0.365 0.284 0.417 0.041 7.01

6.5 0.112 0.118 0.242 0.180 0.243 0.018 2.46


1-54

[ CHANNELS M I S C E L L A N E O U S

L Properties for designing

Flange W e b Axis X-X

Designation

Area A

Depth d Width

¡V

Average thickness

tf

thickness

tw d

Af I S r

In.» In. In. In. In. In." In.3 In.

M C 9 X 2 5 . 4

X 2 3 . 9

7.47

7.02

9.00

9.00

3.500

3.450

0.550

0.550

0.450

0.400

4.68

4.74

88.0

85.0

19.6

18.9

3.43

3.48

M C 8 X 2 2 . 8

X 2 1 . 4

6.70

6.28

8.00

8.00

3.502

3.450

0.525

0.525

0.427

0.375

4.35

4.42

63.8

61.6

16.0

15.4

3.09

3.13

M C 8 X 2 0

X 1 8 . 7

5.88

5.50

8.00

8.00

3.025

2.978

0.500

0.500

0.400

0.353

5.29

5.37

54.5

52.5

13.6

13.1

3.05

3.09

M C 8 X 8 . 5 2.50 8.00 1.874 0.311 0.179 13.7 23.3 5.83 3.05

M C 7 X 2 2 . 7

X 1 9 . 1

6.67

5.61

7.00

7.00

3.603

3.452

0.500

0.500

0.503

0.352

3.89

4.06

47.5

43.2

13.6

12.3

2.67

2.77

M C 7 X 1 7 . 6 5.17 7.00 3.000 0.475 0.375 4.91 37.6 10.8 2.70

M C 6 X 1 8

X 1 5 . 3

5.29

4.50

6.00

6.00

3.504

3.500

0.475

0.385

0.379

0.340

3.60

4.45

29.7

25.4

9.91

8.47

2.37

2.38

M C 6 X 1 6 . 3

X 1 5 . 1

4.79

4.44

6.00

6.00

3.000

2.941

0.475

0.475

0.375

0.316

4.21

4.29

26.0

25.0

8.68

8.32

2.33

2.37

M C 6 X 1 2 3.53 6.00 2.497 0.375 0.310 6.41 18.7 6.24 2.30

M C 3 X 9

X 7.1

2.65

2.09

3.00

3.00

2.122

1.938

0.351

0.351

0.497

0.312

4.02

4.40

3.15

2.73

2.10

1.82

1.09

1.14


1-55

i

i Y

' e0J,

v

- t — í .

d

C H A N N E L S M I S C E L L A N E O U S r

A A d

C H A N N E L S M I S C E L L A N E O U S 1

ProDerties fnr rifisicminp ha.

Y

b,

Axis Y-Y Shear Torsional

Constant J

Warping Constant

Ow


S r X

Center Location

Eo

Torsional Constant

J

Warping Constant

Ow

ln.« In.» In. In. In. In.4 ln.«

25.4 23.9

7.65 7.22

3.02 2.93

1.01

1.01

0.970 0.981

1.21

1.24 0.692 0.599

104 98.2

22.8 21.4

7.07 6.64

2.84 2.74

1.03 1.03

1.01 1.02

1.26 1.28

0.573 0.495

75.4 70.9

20 18.7

4.47 4.20

2.05

1.97

0.872 0.874

0.840 0.849

1.04 1.07

0.442 0.381

47.9 45.1

8. 5 0.628 0.434 0.501 0.428 0.631 0.059 8.22

22 19

.7

.1 7.29 6.11

2.85 2.57

1.05 1.04

1.04 1.08

1.26 1.33

0.626 . 0.407

58.5 49.4

17 .6 4.01 1.89 0.881 0.873 1.08 0.354 32.5

18 15 .3

5.93

4.97

2.48 2.03

1.06 1.05

1.12

1.05 1.36 1.33

0.379 0.224

34.7 30.2

16 15

.3

.1 3.82 3.51

1.84 1.75

0.892 0.889

0.927 0.940

1.12 1.14

0.336 0.285

22.2

20.5

12 1.87 1.04 0.728 0.704 0.880 0.155 11.3

9 7 .1

0.967 0.712

0.677 0.561

0.604 0.583

0.694 0.669

0.703 0.730

0.175 0.084

1.21 0.923

A M E R I C A N INSTITUTE O F STEEL C O N S T R U C T I O N

1-56

A N G L E S Equal legs


Size and Thickness k Weight per Foot

Area AXIS X X A N D AXIS Y-Y

AXIS

z-z Size and Thickness k Weight per Foot

Area

/ S r X ory r

In. In. Lb. In» In.4 In.3 In. In. In.

L 8 X 8 X 1% iy4 56 9 16 7 98.0 17 5 2.42 2 41 1.56 1 i % 51 0 15 0 89.0 15 8 2.44 2 37 1.56

7/s iy2 45 0 13 2 79.6 14 0 2.45 2 32 1.57

% 1% 38 9 11 4 69.7 12 2 2.47 2 28 1.58

% VA 32 7 9 61 59.4 10 3 2.49 2 23 1.58

% 6 13/16 29 6 8 68 54.1 9 34 2.50 2 21 1.59 V2 iy8 26 4 7 75 48.6 8 36 2.50 2 19 1.59

L6 X 6 X 1 iy2 37 4 11 0 35.5 8 57 1.80 1 86 1.17

7/s i % 33 1 9 73 31.9 7 63 1:81 1 82 1.17

VA 28 7 8 44 28.2 6 66 1.83 1 78 1.17

% 1% 24 2 7 11 24.2 5 66 1.84 1 73 1.18

%t VA* 21 9 6 43 22.1 5 14 1.85 1 71 1.18

xk i 19 6 5 75 19.9 4 61 • 1.86 1 68 1.18 7/l6 1 5/l6 17 2 5 06 17.7 4 08 1.87 1 66 1.19 % % 14 9 4 36 15.4 3 53 1.88 1 64 1.19

5/l6 1 3/l6 12 4 3 65 13.0 . 2 97 1.89 1 62 1.20

L 5 X 5 X 7/ 8 1% 27 2 7 98 17.8 5 17 1.49 1 57 .973

iy4 23 6 6 94 15.7 4 53 1.51 1 52 .975

y8 VA 20 0 5 86 13.6 3 86 1.52 1 48 .978

% 1 16 2 4 75 11.3 3 16 1.54 1 43 .983

7/l6 1 5/l6 14 3 4 18 10.0 2 79 1.55 1 41 .986

% % 12 3 3 61 8.74 2 42 1.56 1 39 .990

5/l6 1 3/l6 10 3 3 03 7.42 2 04 1.57 1 37 .994

L 4 X 4 X % iy8 18.5 5 44 7.67 2 81 1.19 1 27 .778

% i 15.7 4 61 6.66 2 40 1.20 1 23 .779

y2 7/s 12.8 3 75 5.56 1 97 1.22 1 18 .782

7/l6 1 3/l6 11.3 3 31 4.97 1 75 1.23 1 16 .785

% % 9. 8 2 86 4.36 1 52 1.23 1 14 .788

5/l6 U / l 6 8. 2 2 40 3.71 1 29 1.24 1 12 .791

y4 % 6.6 1 94 3.04 1 05 1.25 1 09 .795


Revised 6/73 1-57

\ A N G L E S

Equal legs

Properties for designing i_

Y Z

Size and Thickness Weight per Foot

Area AXIS X-X A N D AXIS Y-Y

AXIS Z-Z Size and Thickness

Weight per Foot

Area

/ S r x ory r

In. In. Lb. In.2 In.4 In.3 In. In. In.

L m x m x Vi 7/s 11.1 3.25 3.64 1.49 1.06 1.06 .683

% 6 1 3/l6 9.8 2.87 3.26 1.32 1.07 1.04 .684

% % 8.5 2.48 2.87 1.15 1.07 1.01 .687

5/l6 n / l 6 7.2 2.09 2.45 .976 1.08 .990 .690

y4 % 5.8 1.69 2.01 .794 1.09 .968 .694

L3 X 3 x y 2 1 3/l6 9.4 2.75 2.22 1.07 .898 .932 .584

7/l6 % 8.3 2.43 1.99 .954 .905 .910 .585

% U / l 6 7.2 2.11 1.76 .833 .913 .888 .587

5/l6 % 6.1 1.78 1.51 .707 .922 .865 .589

y 4 9/l6 4.9 1.44 1.24 .577 .930 .842 .592

3/l6 y 2 3.71 1.09 .962 .441 .939 .820 .596

L 2'/2 X 2V2 x y2 1 3/Í6 7.7 2.25 1.23 .724 .739 .806 .487

% U / l 6 5.9 1.73 .984 .566 .753 .762 .487

5/l6 % 5.0 1.46 .849 .482 .761 .740 .489

% 4.1 1.19 .703 .394 .769 .717 .491

y 2 3.07 .902 .547 .303 .778 .694 .495

12X2 X % 4.7 1.36 .479 .351 .594 .636 .389

5/l6 % 3.92 1.15 .416 .300 .601 .614 .390

% 9/l6 3.19 .938 .348 .247 .609 .592 .391

3/l6 % 2.44 .715 .272 .190 .617 .569 .394

y 8 7/l6 1.65 .484 .190 .131 .626 .546 .398

L VA X 1% x y4 y 2 2.77 .813 .227 .186 .529 .529 .341

3/l6 7/l6 2.12 .621 .179 .144 .537 .506 .343

% % 1.44 .422 .126 .099 .546 .484 .347

L i y 2 x m x y4 7/l6 2.34 .688 | .139 .134 .449 .466 .292

3/l6 % 1.80 .527 .110 .104 .457 .444 .293

% 2 % 1.52 .444 .094 .088 .461 .433 .295

% % 6 1.23 .359 .078 .072 .465 .421 .296

L VA X VA x y4 1.92 .563 .077 .091 .369 .403 .243

% 6 % 1.48 .434 .061 .071 .377 .381 .244

y 8 5/l6 1.01 .297 .044 .049 .385 .359 .246

Ll X 1 x y4 % 1.49 .438 .037 .056 .290 .339 .196

3/l6 5/l6 1.16 .340 .030 .044 .297 .318 .195

y4 .80 .234 .022 .031 .304 .296 .196


1-58

L A N G L E S

Unequal legs



Area AXIS X-X AXIS Y-Y AXIS Z-z


Area I S r y I S r X r Tan

a In. In. Lb. ln.J In 4 In.3 In. In. In." In.3 In. In. In.

Tan a

L 9 X 4 X 1 VA 40.8 12.0 97 0 17 6 2.84 3.50 12 0 4.00 1 00 1 00 834 .20:

7/s 1 % 36.1 10.6 86 8 15 7 2.86 3.45 10 8 3.56 1 01 953 836 .20!

% l'/4 31.3 9.19 76 1 13 6 2.88 3.41 9 63 3.11 1 02 906 841 .212

% iy8 26.3 7.73 64 9 11 5 2.90 3.36 8 32 2.65 1 04 858 847 .216

lVis 23.8 7.00 59 1 10 4 2.91 3.33 7 63 2.41 1 04 834 850 .21£ Vz 1 21.3 6.25 53 2 9 34 2.92 3.31 6 92 2.17 1 05 810 854 .22C

L8 X 6 X 1 VA 44.2 13.0 80 8 15 1 2.49 2.65 38 8 8.92 1 73 1 65 1 28 .543

% 1% 39.1 11.5 72 3 13 4 2.51 2.61 34 9 7.94 1 74 1 61 1 28 .547

% 1% 33.8 9.94 63 4 11 7 2.53 2.56 30 7 6.92 1 76 1 56 1 29 .551

Va 1% 28.5 8.36 54 1 9 87 2.54 2.52 26 3 5.88 1 77 1 52 1 29 .554

9/l6 VA* 25.7 7.56 49 3 8 95 2.55 2.50 24 0 5.34 1 78 1 50 1 30 .556

Vz 1 23.0 6.75 44 3 8 02 2.56 2.47 21 7 4.79 1 79 1 47 1 30 .558

7/l6 1 5/l6 20.2 5.93 39 2 7 07 2.57 2.45 19 3 4.23 1 80 1 45 1 31 .560

L8 X 4 X 1 iy2 37.4 11.0 69 6 14 1 2.52 3.05 11 6 3.94 1 03 1 05 846 .247 % i % 33.1 9.73 62 5 12 5 2.53 3.00 10 5 3.51 1 04 999 848 .253

% iy4 28.7 8.44 54 9 10 9 2.55 2.95 9 36 3.07 1 05 953 852 .258

y8 i % 24.2 7.11 46 9 9 21 2.57 2.91 8 10 2.62 1 07 906 857 .262

9/l6 l'/ie 21.9 6.43 42 8 8 35 2.58 2.88 7 43 2.38 1 07 882 861 .265

Vz 1 19.6 5.75 38 5 7 49 2.59 2.86 6 74 2.15 1 08 859 865 .267

7/l6 1 5/l6 17.2 5.06 34 1 6 60 2.60 2.83 6 02 1.90 1 09 835 869 .269

L 7 X 4 X 7/s 1% 30.2 8.86 42 9 9 65 2.20 2.55 10 2 3.46 1 07 1 05 856 .318

% iy4 26.2 7.69 37 8 8 42 2.22 2.51 9 05 3.03 1 09 1 01 860 .324 % i % 22.1 6.48 32 4 7 14 2.24 2.46 7 84 2.58 1 10 963 865 .329

9/l6 1VÍ6 20.0 5.87 29 6 6 48 2.24 2.44 7 19 2.35 1 11 940 868 .332

y2 1 17.9 5.25 26 7 5 81 2.25 2.42 6 53 2.12 1 11 917 872 .335

7/l6 1 5/l6 15.8 4.62 23 7 5 13 2.26 2.39 5 83 1.88 1 12 893 876 .337

% 7/s 13.6 3.98 20 6 4 44 2.27 2.37 5 10 1.63 1 13 870 880 .340


1-59

\

X -

k

A N G L E S Unequal legs

Properties for designing L


Area AXIS X -X AXIS Y -Y AXIS Z-Z


Area I S r y / S r X 7- Tan

a In. In. Lb. In.2 In." In.3 In. in. In." In.3 In. In. ln.

Tan a

L 6 X 4 X % 1% 27.2 7.98 27.7 7 15 1 86 2 12 9 75 3 39 1 11 1.12 .857 .421

% iy4 23.6 6.94 24.5 6 25 1 88 2 08 8 68 2 97 1 12 1.08 .860 .428

% iy8 20.0 5.86 21.1 5 31 1 90 2 03 7 52 2 54 1 13 1.03 .864 .435

9/l6 1VÍ6 18.1 5.31 19.3 4 83 1 90 2 01 6 91 2 31 1 14 1.01 .866 .438

y2 1 16.2 4.75 17.4 4 33 1 91 1 99 6 27 2 08 1 15 .987 .870 .440

7/l6 1 5/l6 14.3 4.18 15.5 3 83 1 92 1 96 5 60 1 85 1 16 .964 .873 .443 % % 12.3 3.61 13.5 3 32 1 93 1 94 4 90 1 60 1 17 .941 .877 .446

% 6 1 3/l6 10.3 3.03 11.4 2 79 1 94 1 92 4 18 1 35 1 17 .918 .882 .448

% % 8.3 2.44 9.27 2 26 1 95 1 89 3 41 1 10 1 18 .894 .887 .451

L 6 X 3 % x y2 1 15.3 4.50 16.6 4 24 1 92 2 08 4 25 1 59 972 .833 .759 .344

% % 11.7 3.42 12.9 3 24 1 94 2 04 3 34 1 23 988 .787 .767 .350

5/l6 1 3/l6 9.8 2.87 10.9 2 73 1 95 2 01 2 85 1 04 996 .763 .772 .352

y4 % 7.9 2.31 8.86 2 21 1 96 1 99 2 34 0 847 1 01 .740 .777 .355

L 5 X 3 % X % iy4 19.8 5.81 13.9 4 28 1 55 1 75 5 55 2 22 977 .996 .748 .464

% i % 16.8 4.92 12.0 3 65 1 56 1 70 4 83 1 90 991 .951 .751 .472

y2 i 13.6 4.00 9.99 2 99 1 58 1 66 4 05 1 56 1 01 .906 .755 .479

7/l6 I 5/l6 12.0 3.53 8.90 2 64 1 59 1 63 3 63 1 39 1 01 .883 .758 .482

% % 10.4 3.05 7.78 2 29 1 60 1 61 3 18 1 21 1 02 .861 .762 .486

5/l6 1 3/l6 8.7 2.56 6.60 1 94 1 61 1 59 2 72 1 02 1 03 .838 .766 .489

y4 % 7.0 2.06 5.39 1 57 1 62 1 56 2 23 830 1 04 .814 .770 .492

L 5 X 3 X Vz 1 12.8 3.75 9.45 2 91 1 59 1 75 2 58 1 15 829 .750 .648 .357 7/l6 I 5/l6 11.3 3.31 8.43 2 58 1 60 1 73 2 32 1 02 837 .727 .651 .361 % % 9.8 2.86 7.37 2 24 1 61 1 70 2 04 888 845 .704 .654 .364

5/l6 1 3/l6 8.2 2.40 6.26 1 89 1 61 1 68 1 75 753 853 .681 .658 .368

y4 % 6.6 1.94 5.11 1 53 1 62 1 66 1 44 614 861 657 .663 .371


1-60

L A N G L E S

Unequal legs


\


Area AXIS X-X AXIS Y-Y AXIS Z-Z


Area I S r y I S r X r Tan

a In. In. Lb. In.2 In/ In.3 In. In. In.4 In.3 In. In. In.

Tan a

L 4 X 31/2 X 5/s 1VÍ6 14.7 4.30 6 37 2.35 1 22 1.29 4 52 1.84 1.03 1.04 .719 .745

Vi 1 5/l6 11.9 3.50 5 32 1.94 1 23 1.25 3 79 1.52 1.04 1.00 .722 .750

7/l6 7/a 10.6 3.09 4 76 1.72 1 24 1.23 3 40 1.35 1.05 .978 .724 .753

3/8 1 3/l6 9.1 2.67 4 18 1.49 1 25 1 21 2 95 1.17 1.06 .955 .727 .755

5/l6 % 7.7 2.25 3 56 1.26 1 26 1 18 2 55 .994 1.07 .932 .730 .757

y4 U / l 6 6.2 1.81 2 91 1.03 1 27 1 16 2 09 .808 1.07 .909 .734 .759

L 4 X 3 X % 1VÍ6 13.6 3.98 6 03 2.30 1 23 1 37 2 87 1.35 .849 .871 .637 .534

Vi 1 5/l6 11.1 3.25 5 05 1.89 1 25 1 33 2 42 1.12 .864 .827 .639 .543

7/l6 % 9.8 2.87 4 52 1.68 1 25 1 30 2 18 .992 .871 .804 .641 .547

% 1 3/l6 8.5 2.48 3 96 1.46 1 26 1 28 1 92 .866 .879 .782 .644 .551

5/l6 % 7.2 2.09 3 38 1.23 1 27 1 26 1 65 .734 .887 .759 .647 .554

U / l 6 5.8 1.69 2 77 1.00 1 28 1 24 1 36 .599 .896 .736 .651 .558

L 31/2 X 3 X Vi 1 5/l6 10.2 3.00 3 45 1.45 1 07 1 13 2 33 1.10 .881 .875 .621 .714

% 6 7/8 9.1 2.65 3 10 1.29 1 08 1 10 2 09 .975 .889 .853 .622 .718

% 1 3/l6 7.9 2.30 2 72 1.13 1 09 1 08 1 85 .851 .897 .830 .625 .721

5/l6 % 6.6 1.93 2 33 .954 1 10 1 06 1 58 .722 .905 .808 .627 .724

y4 »/l6 5.4 1.56 1 91 .776 1 11 1 04 1 30 .589 .914 .785 .631 .727

L 3y2 x 2% x Vi 1 5/l6 9.4 2.75 3 24 1.41 1 .09 1 20 1 36 .760 .704 .705 .534 .486

7/l6 7/a 8.3 2.43 2 91 1.26 1 09 1 18 1 23 .677 .711 .682 .535 .491

% 1 3/l6 7.2 2.11 2.56 1.09 1.10 1 16 1 09 .592 .719 .660 .537 .496

5/l6 % 6.1 1.78 2.19 .927 1.11 1 14 939 .504 .727 .637 .540 .501

y4 LVÍ6 4.9 1.44 1 80 .755 1.12 1 11 777 .412 .735 .614 .544 .506

L 3 X 2l/2 X Vi 7/8 8.5 2.50 2.08 1.04 .913 1 00 1 30 .744 .722 .750 .520 .667

7/l6 1 3/l6 7.6 2.21 1 .88 .928 .920 978 1 18 .664 .729 .728 .521 .672

% % 6.6 1.92 1.66 .810 .928 956 1 04 .581 .736 .706 .522 .676

5/l6 U / l 6 5.6 1.62 1.42 .688 .937 933 898 .494 .744 .683 .525 .680

y4 % 4.5 1.31 1.17 .561 .945 911 743 .404 .753 .661 .528 .684

3/l6 % 6 3.39 .996 .907 .430 .954 888 577 .310 .761 .638 .533 .688


1-61

X -

k

A N G L E S Unequal legs

Properties for designing L

Size and Th ickness Weight

per Foot

Area AXIS X - X AXIS Y - Y AXIS Z - Z

Size and Th ickness Weight

per Foot

Area S r y S r X r Tan

a In. In. L b . I n . 2 In." In . 3 In. In. In." In . 3 In. In. In. Tan a

L 3 X 2 X Vz 1 3/l6 7.7 2 25 1.92 1.00 .924 1.08 .672 .474 .546 .583 .428 .414

7/l6 % 6.8 2 00 1.73 .894 .932 1.06 .609 .424 .553 .561 .429 .421

% U / l 6 5.9 1 73 1.53 .781 .940 1.04 .543 .371 .559 .539 .430 .428

5/l6 % 5.0 1 46 1.32 .664 .948 1.02 .470 .317 .567 .516 .432 .435

VA 9/l6 4.1 1 19 1.09 .542 .957 .993 .392 .260 .574 .493 .435 .440

3/l6 y2 3.07 902 .842 .415 .966 .970 .307 .200 .583 .470 .439 .446

L 2V2 X 2 X % U / l 6 5.3 1 55 .912 .547 .768 .831 .514 .363 .577 .581 .420 .614

% 4.5 1 31 .788 .466 .776 .809 .446 .310 .584 .559 .422 .620

V4 % 6 3.62 1 06 .654 .381 .784 .787 .372 .254 .592 .537 .424 .626

3/l6 y2 2.75 809 .509 .293 .793 .764 .291 .196 .600 .514 .427 .631

L 2í/2 x iy2 X % 6 % 3.92 1 15 .711 .444 .785 .898 .191 .174 .408 .398 .322 .349

J/4 9/l6 3.19 938 .591 .364 .794 .875 .161 .143 .415 .375 .324 .357

3/l6 y2 2.44 715 .461 .279 .803 .852 .127 .111 .422 .352 .327 .364

L 2 x iy2 x y4 y2 2.77 813 .316 .236 .623 .663 .151 .139 .432 .413 .320 .543

3/l6 7/l6 2.12 621 .248 .182 .632 .641 .120 .108 .440 .391 .322 .551

y8 % 1.44 422 .173 .125 .641 .618 .085 .075 .448 .368 .326 .558

L 2 x VA x y4 y2 2.55 750 .296 .229 .628 .708 .089 .097 .344 .333 .269 .378

3/l6 7/l6 1.96 574 .232 .177 .636 .686 .071 .075 .351 .311 .271 .387

y8 % 1.33 391 .163 .122 .645 .663 .050 .052 .359 .287 .274 .396

L 1% X 1% X VA, 7/l6 2.34 688 .202 .176 .543 .602 .085 .095 .352 .352 .267 .486

3/l6 % 1.80 527 .160 .137 .551 .580 .068 .074 .359 .330 .269 .496

y8 5/l6 1.23 359 .113 .094 .560 .557 .049 .051 .368 .307 .272 .506


Documents

Tablas AISC