Missing advanced mechanics of materials boresi 6th-Missing Appendix C - 668 to 671
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APPENDIX C PROPERTIES OF STEEL CROSS SECTIONS 668
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Transcript of Missing advanced mechanics of materials boresi 6th-Missing Appendix C - 668 to 671
APPENDIX C PROPERTIES OF STEEL CROSS SECTIONS
668
TABLE C.l W Shapes: Dimensions and Properties'
Elastic properties
Axis X-X Axis Y-Y Plastic modulus
W 920 x 446 W 920 x 223 W 760 x 314 W 760 x 147 W 760 x 134 W 610 x 372 W 610 x 241 W 610 x 101 W 460 x 193 W460x128 w 4 6 0 x 7 4 W 410 x 149 W 410 x 75 W 360 x 990 W 360 x 551 W 360 x 314 W360x147 W360x134 w 3 6 0 x 7 9 w 3 6 0 x 3 3 W 310 x 454 W 310 x 313 W 310 x 179 W 310 x 79 m
b W 310 x 33 (P
aAISC (2001). Manual of Steel Construction, 3rd ed. Chicago: American Institute of Steel Construction.
57000 28500 40000 18800 17000 47400 30800 12900 24700 16300 9460
19OOO 9510
126000 70200 40000 18800 17100 10100 4190
57800 39900 22800 loo00 4180
933 24.00 911 15.90 786 19.70 753 13.20 750 11.90 669 26.40 635 17.90 603 10.50 489 17.00 467 12.20 457 9.02 43 1 14.90 41 3 9.65 550 71.90 455 42.00 399 24.90 360 12.30 356 11.20 354 9.40 349 5.84 415 41.30 374 30.00 333 18.00 306 8.76 313 6.6
423.0 304.0 384.0 265.0 264.0 335.0 329.0 228.0 283.0 282.0 190.0 265.0 180.0 448.0 418.0 401.0 370.0 369.0 205.0 127.0 336.0 325.0 313.0 254.0 102.0
42.7 23.9 33.4 17.0 15.5 48.0 31.0 14.9 30.5 19.6 14.5 25.0 16.0
115.0 67.6 39.6 19.8 18.0 16.8 8.5
68.7 48.3 28.1 14.6 10.8
446 223 314 1 47 134 372 241 101 193 128 74
1 49 75
990 551 314 147 134 79 33
454 313 179 79 33
8470 3770 4270 1660 1500 3530 2150 764 1020 637 333 619 275 5190 2260 1100 463 415 227 82.9 1480 896 445 177 65.0
18200 8280
10900 4410 4Ooo
10600 6770 2530 4170 2730 1460 2870 1330
18900 9930 5510 2570 2330 1280 475
7130 4790 2670 1160 415
385 540 364 112 327 316 297 52.9 297 47.7 273 302 264 184 243 29.5 203 115 198 73.3 188 16.6 180 77.7 170 15.6 203 1730 179 825 166 426 157 167 156 151 150 24.4 141 2.91 160 436 150 277 140 144 133 39.9 125 1.92
2550 737
1650 399 361
1800 1120 259 813 520 175 586 173
7720 3950 2120 903 818 236 45.8
2600 1700 920 314 37.6
97.3 627 B.9 53.0 53.0 79.8 773 47.8 682 67.1 41 9 639 40.5
117 108 103 942 941)
489 26.4
833 79.5 632 21.4
20600 3950 9540 1160
12300 2540 5100 631 4630 568
12200 2800 7670 1730 2900 404 4760 1250 3050 796 1650 271 3250 900 1510 269
24300 12000 12100 6050 6370 3240 2840 1370 2560 1240 1430 362 544 71.9
8820 4000 5720 2620 3050 1400 1280 478 480 59.6
TABLE C.2 Channels: American Standard Dimensions and Properties'
Axis X-X Axis Y-Y
~ 3 8 0 x 7 4 9480 381.0 18.20 94.4 16.50 74 1110 132 168 1120 882 133 4.58 134 61.8 22.0 C 310x 45 5690 305.0 13.00 80.5 12.70 45 364 40.5 67.4 551 442 109 2.14 71.0 33.8 19.4 C250x45 5690 254.0 17.10 77.0 11.10 45 513 21.3 42.9 466 338 86.8 1.64 61.9 27.1 17.0
44.4 21.6 17.6 C250x30 3790 254.0 9.63 69.6 11.10 30 155 15.3 32.8 316 258 93.0 1.17 19.2 16.3 C230x30 3790 229.0 11.40 67.3 10.50 30 181 10.6 25.3 275 221 81.7 1.01 40.5
C200x20 2610 203.0 7.70 59.5 9.90 20 70.8 7.57 15.0 179 148 75.8 0.637 28.3 14.0 15.6
C 150x19 2470 152.0 11.10 54.8 8.70 19 101 1.94 7.24 119 95.3 54.1 0.437 22.3 10.5 13.3
ClOOx8 1030 102.0 4.67 40.2 7.50 8 16.9 0.247 1.60 37.0 31.4 39.4 0.133 9.32 4.65 11.4
aAISC (2001). Manual of Steel Construction, 3rd ed. Chicago: American Institute of Steel Construction.
TABLE C.3 Angles with Equal lags and Unequal Legs: Properties for Designing'
L 229 x 102 x 12.7 L 203 x 152 x 22.2 L 178 x 102 x 12.7 4 152 x 152 x 22.2 L 127 x 127 x 19.0 L 102 x 89 x 9.5 L 89x 64x 9.5 L 64 x 64 x 9.5
31.7 58.2 26.6 49.3 35.1 13.5 10.7 8.8
4030 7410 3390 6280 4480 1720 1360 1120
22.1 153 74.2 84.1 30.0 219 63.6 66.2 11.1 95.3 57.2 61.4 13.2 124 45.8 46.1 6.54 73.9 38.2 38.7 1.76 24.8 32.0 30.8 1.07 18.0 28.0 29.4 0.420 9.46 19.4 19.5
262 69.9 2.88 397 36.6 14.4 169 44.3 2.75 226 20.6 13.2 134 17.6 6.54 44.4 11.3 1.25 32.3 17.3 0.464 16.7 8.8 0.420
35.6 26.7 20.6 129 44.1 40.7 35.0 28.5 23.4
124 45.8 46.1 73.9 38.2 38.7 19.3 27.0 24.3 9.87 18.5 16.9 9.46 19.4 19.5
65.2 236 62.8
226 134 34.6 17.5 16.7
8.8 21.7 18.2 32.5 9.5 22.1
20.6 29.7 17.6 24.8 8.5 18.5 7.7 13.6 8.8 12.4
0.220 0.547 0.335 1.000 1 .Ooo 0.755 0.496 1 .Ooo
aAISC (2001). Manual of Steel Construction, 3rd ed. Chicago: American Institute of Steel Construction.
