01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - KS, JIS '90 Division (depth x width) x x x x x 300

01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - KS, JIS '90 Division (depth x width) al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 100 x 100 17.2 100 100 6 8 10 21.90 383 134 4.18 2.47 76.5 26.7 87.6 41.2 2.83 5.17 100 x 100 125 x 125 23.8 125 125 6.5 9 10 30.31 847 293 5.29 3.11 136 46.9 154 71.9 9.87 8.43 125 x 125 150 x 75 14.0 150 75 5 7 8 17.85 666 49.5 6.11 1.66 88.8 13.2 102 20.8 2.53 2.81 150 x 75 150 x 100 21.1 148 100 6 9 11 26.84 1,020 151 6.17 2.37 138 30.1 157 46.7 7.28 7.37 150 x 100 150 x 150 31.5 150 150 7 10 11 40.14 1,640 563 6.39 3.75 219 75.1 246 115 27.6 13.5 150 x 150 200 x 100 18.2 198 99 4.5 7 11 23.18 1,580 114 8.26 2.21 160 23.0 180 35.7 10.4 3.86 21.3 200 100 5.5 8 11 27.16 1,840 134 8.24 2.22 184 26.8 209 41.9 12.3 5.77 200 x 150 30.6 194 150 6 9 13 39.01 2,690 507 8.30 3.61 277 67.6 309 104 43.4 10.9 200 x 150 200 x 200 250 x 125 49.9 200 200 8 12 13 63.53 4,720 1,600 8.62 5.02 472 160 525 244 142 29.8 56.2 200 204 12 12 13 71.53 4,980 1,700 8.35 4.88 498 167 565 257 150 39.6 *65.7 208 202 10 16 13 83.69 6,530 2,200 8.83 5.13 628 218 710 332 203 66.7 25.7 248 124 5 8 12 32.68 3,540 255 10.4 2.79 285 41.1 319 63.6 36.7 6.74 29.6 250 125 6 9 12 37.66 4,050 294 10.4 2.79 324 47.0 366 73.1 42.7 9.68 250 x 175 44.1 244 175 7 11 16 56.24 6,120 985 10.4 4.18 502 113 558 173 134 23.2 250 x 175 250 x 250 300 x 150 300 x 200 300 x 300 * 는 KS(JIS) 에없는규격 al Tolerance : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 *64.4 244 252 11 11 16 82.06 8,790 2,940 10.3 5.98 720 233 805 358 399 39.5 *66.5 248 249 8 13 16 84.70 9,930 3,350 10.8 6.29 801 269 883 408 462 46.7 72.4 250 250 9 14 16 92.18 10,800 3,650 10.8 6.29 867 292 960 444 508 58.7 82.2 250 255 14 14 16 104.7 11,500 3,880 10.5 6.09 919 304 1,040 468 540 79.0 32.0 298 149 5.5 8 13 40.80 6,320 442 12.4 3.29 424 59.3 475 91.8 92.9 8.65 36.7 300 150 6.5 9 13 46.78 7,210 508 12.4 3.29 481 67.7 542 105 107 12.4 56.8 294 200 8 12 18 72.38 11,300 1,600 12.5 4.71 771 160 859 247 319 35.8 *65.4 298 201 9 14 18 83.36 13,300 1,900 12.6 4.77 893 189 1,000 291 383 53.4 84.5 294 302 12 12 18 107.7 16,900 5,520 12.5 7.16 1,150 365 1,280 560 1,097 61.4 *87.0 298 299 9 14 18 110.8 18,800 6,240 13.0 7.50 1,270 417 1,390 634 1,258 71.3 94.0 300 300 10 15 18 119.8 20,400 6,750 13.1 7.51 1,360 450 1,500 684 1,372 88.1 106 300 305 15 15 18 134.8 21,500 7,100 12.6 7.26 1,440 466 1,610 716 1,443 116 *106 304 301 11 17 18 134.8 23,400 7,730 13.2 7.57 1,540 514 1,710 781 1,592 125 *130 310 305 15 20 18 165.3 28,600 9,470 13.2 7.57 1,850 621 2,080 949 1,991 215 *142 310 310 20 20 18 180.8 29,900 10,000 12.9 7.44 1,930 645 2,200 992 2,093 271 소성 m Division (depth x width) 200 x 100 200 x 200 250 x 125 250 x 250 300 x 150 300 x 200 300 x 300 H Other Reinforcing Bar Round Bar 176 177

01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - KS, JIS '90 Division (depth x width) 178 350 x 175 350 x 250 350 x 350 400 x 200 400 x 300 400 x 400 450 x 200 450 x 300 500 x 200 * 는 KS(JIS) 에없는규격 al al Tolerance : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 41.4 346 174 6 9 14 52.68 11,100 792 14.5 3.88 641 91.0 716 140 225 13.6 49.6 350 175 7 11 14 63.14 13,600 984 14.7 3.95 775 112 868 174 283 23.0 *57.8 354 176 8 13 14 73.68 16,100 1,180 14.8 4.01 909 135 1,020 208 344 36.1 *69.2 336 249 8 12 20 88.15 18,500 3,090 14.5 5.92 1,100 248 1,210 380 812 44.6 79.7 340 250 9 14 20 101.5 21,700 3,650 14.6 6.00 1,280 292 1,410 447 970 66.3 *106 338 351 13 13 20 135.3 28,200 9,380 14.4 8.33 1,670 534 1,850 818 2,477 90.3 115 344 348 10 16 20 146.0 33,300 11,200 15.1 8.78 1,940 646 2,120 980 3,024 121 *131 344 354 16 16 20 166.6 35,300 11,800 14.6 8.43 2,050 669 2,300 1,030 3,186 164 137 350 350 12 19 20 173.9 40,300 13,600 15.2 8.84 2,300 777 2,550 1,180 3,721 199 *156 350 357 19 19 20 198.4 42,800 14,400 14.7 8.53 2,450 809 2,760 1,240 3,953 270 56.6 396 199 7 11 16 72.16 20,000 1,450 16.7 4.48 1,010 145 1,130 224 536 27.1 66.0 400 200 8 13 16 84.12 23,700 1,740 16.8 4.54 1,190 174 1,330 268 650 42.2 *75.5 404 201 9 15 16 96.16 27,500 2,030 16.9 4.60 1,360 202 1,530 312 770 62.3 *94.3 386 299 9 14 22 120.1 33,700 6,240 16.7 7.21 1,750 418 1,920 637 2,160 79.9 107 390 300 10 16 22 136.0 38,700 7,210 16.9 7.28 1,980 481 2,190 733 2,521 114 140 388 402 15 15 22 178.5 49,000 16,300 16.6 9.54 2,530 809 2,800 1,240 5,655 156 147 394 398 11 18 22 186.8 56,100 18,900 17.3 10.1 2,850 951 3,120 1,440 6,688 194 *168 394 405 18 18 22 214.4 59,700 20,000 16.7 9.65 3,030 985 3,390 1,510 7,053 264 172 400 400 13 21 22 218.7 66,600 22,400 17.5 10.1 3,330 1,120 3,670 1,700 8,048 303 197 400 408 21 21 22 250.7 70,900 23,800 16.8 9.75 3,540 1,170 3,990 1,790 8,550 415 *200 406 403 16 24 22 254.9 78,000 26,200 17.5 10.1 3,840 1,300 4,280 1,980 9,558 462 232 414 405 18 28 22 295.4 92,800 31,000 17.7 10.2 4,480 1,530 5,030 2,330 11,557 714 283 428 407 20 35 22 360.7 119,000 39,400 18.2 10.4 5,570 1,930 6,310 2,940 15,198 1,317 415 458 417 30 50 22 528.6 187,000 60,500 18.8 10.7 8,170 2,900 9,540 4,440 25,188 3,885 605 498 432 45 70 22 770.1 298,000 94,400 19.7 11.1 12,000 4,370 14,500 6,720 43,214 11,063 66.2 446 199 8 12 18 84.30 28,700 1,580 18.5 4.33 1,290 159 1,450 247 744 38.3 76.0 450 200 9 14 18 96.76 33,500 1,870 18.6 4.40 1,490 187 1,680 291 890 56.9 *106 434 299 10 15 24 135.0 46,800 6,690 18.6 7.04 2,160 448 2,380 686 2,937 104 124 440 300 11 18 24 157.4 56,100 8,110 18.9 7.18 2,550 541 2,820 828 3,611 163 79.5 496 199 9 14 20 101.3 41,900 1,840 20.3 4.27 1,690 185 1,910 290 1,072 60.8 89.6 500 200 10 16 20 114.2 47,800 2,140 20.5 4.33 1,910 214 2,180 335 1,254 85.9 103 506 201 11 19 20 131.3 56,500 2,580 20.7 4.43 2,230 257 2,540 401 1,530 132 소성 m Division (depth x width) 350 x 175 340 x 250 350 x 350 400 x 200 400 x 300 400 x 400 450 x 200 450 x 300 500 x 200 H Other Reinforcing Bar Round Bar 179

01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - KS, JIS '90 Division (depth x width) 500 x 300 600 x 200 600 x 300 700 x 300 800 x 300 900 x 300 * 는 KS(JIS) 에없는규격 al al Tolerance : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 : KS D 3502:2013 JIS G 3192:1990 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 114 482 300 11 15 26 145.5 60,400 6,760 20.4 6.82 2,500 451 2,790 695 3,688 118 128 488 300 11 18 26 163.5 71,000 8,110 20.8 7.04 2,910 541 3,230 830 4,481 172 94.6 596 199 10 15 22 120.5 68,700 1,980 23.9 4.05 2,310 199 2,650 315 1,671 82.4 106 600 200 11 17 22 134.4 77,600 2,280 24.0 4.12 2,590 228 2,980 361 1,936 113 120 606 201 12 20 22 152.5 90,400 2,720 24.3 4.22 2,980 271 3,430 429 2,336 167 *134 612 202 13 23 22 170.7 103,000 3,180 24.6 4.31 3,380 314 3,890 498 2,755 237 137 582 300 12 17 28 174.5 103,000 7,670 24.3 6.63 3,530 511 3,960 793 6,121 173 151 588 300 12 20 28 192.5 118,000 9,020 24.8 6.85 4,020 601 4,490 928 7,275 241 175 594 302 14 23 28 222.4 137,000 10,600 24.9 6.90 4,620 701 5,200 1,080 8,628 356 166 692 300 13 20 28 211.5 172,000 9,020 28.6 6.53 4,970 601 5,630 936 10,189 260 185 700 300 13 24 28 235.5 201,000 10,800 29.3 6.78 5,760 722 6,460 1,120 12,367 383 *215 708 302 15 28 28 273.6 237,000 12,900 29.4 6.86 6,700 853 7,560 1,320 14,897 588 191 792 300 14 22 28 243.4 254,000 9,930 32.3 6.39 6,410 662 7,290 1,040 14,720 341 210 800 300 14 26 28 267.4 292,000 11,700 33.0 6.62 7,290 782 8,240 1,220 17,569 486 *241 808 302 16 30 28 307.6 339,000 13,800 33.2 6.70 8,400 915 9,530 1,430 20,902 726 213 890 299 15 23 28 270.9 345,000 10,300 35.7 6.16 7,760 688 8,910 1,080 19,308 403 243 900 300 16 28 28 309.8 411,000 12,600 36.4 6.39 9,140 843 10,500 1,320 24,015 633 286 912 302 18 34 28 364.0 498,000 15,700 37.0 6.56 10,900 1,040 12,500 1,630 30,169 1,050 *307 918 303 19 37 28 391.3 542,000 17,200 37.2 6.63 11,800 1,140 13,500 1,790 33,391 1,316 소성 m Division (depth x width) 500 x 300 600 x 200 600 x 300 700 x 300 800 x 300 900 x 300 H Other Reinforcing Bar Round Bar 180 181

01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - JIS '94, '08 Division (depth x width) al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 100 x 100 16.9 100 100 6 8 8 21.59 378 134 4.18 2.49 75.6 26.7 86.4 41.0 2.82 4.91 100 x 100 125 x 125 23.6 125 125 6.5 9 8 30.00 840 293 5.29 3.13 134 46.9 152 71.7 9.86 8.10 125 x 125 150 x 75 14.0 150 75 5 7 8 17.85 666 49.5 6.11 1.67 88.8 13.2 102 20.8 2.52 2.90 150 x 75 150 x 100 20.7 148 100 6 9 8 26.35 1,000 150 6.16 2.39 135 30.1 154 46.4 7.25 6.66 150 x 100 150 x 150 31.1 150 150 7 10 8 39.65 1,620 563 6.39 3.77 216 75.1 243 114 27.6 12.7 150 x 150 200 x 100 17.8 198 99 4.5 7 8 22.69 1,540 113 8.24 2.24 156 22.9 175 35.5 10.3 3.32 20.9 200 100 5.5 8 8 26.67 1,810 134 8.24 2.24 181 26.7 205 41.6 12.3 5.17 200 x 150 29.9 194 150 6 9 8 38.11 2,630 507 8.31 3.65 271 67.6 301 103 43.3 9.43 200 x 150 200 x 200 49.9 200 200 8 12 13 63.53 4,720 1,600 8.62 5.02 472 160 526 244 141 30.2 200 x 200 250 x 125 25.1 248 124 5 8 8 31.99 3,450 255 10.4 2.82 278 41.1 312 63.2 36.6 5.80 29.0 250 125 6 9 8 36.97 3,960 294 10.3 2.82 317 47.0 358 72.7 42.5 8.61 250 x 175 43.6 244 175 7 11 13 55.49 6,040 984 10.4 4.21 495 112 551 172 133 21.3 250 x 175 250 x 250 71.8 250 250 9 14 13 91.43 10,700 3,650 10.8 6.32 856 292 953 443 508 56.2 250 x 250 300 x 150 32.0 298 149 5.5 8 13 40.80 6,320 442 12.4 3.29 424 59.3 475 91.8 92.7 8.79 36.7 300 150 6.5 9 13 46.78 7,210 508 12.4 3.29 481 67.7 542 105 107 12.7 300 x 200 55.8 294 200 8 12 13 71.05 11,100 1,600 12.5 4.75 755 160 842 245 318 31.8 300 x 200 300 x 300 93.0 300 300 10 15 13 118.5 20,200 6,750 13.1 7.55 1,350 450 1,480 683 1,370 82.9 300 x 300 350 x 175 41.2 346 174 6 9 13 52.45 11,000 791 14.5 3.88 636 91.0 713 140 224 13.3 49.4 350 175 7 11 13 62.91 13,500 984 14.6 3.96 771 113 864 173 282 22.5 350 x 250 78.1 340 250 9 14 13 99.53 21,200 3,650 14.6 6.06 1,250 292 1,380 445 969 58.4 350 x 250 350 x 350 135 350 350 12 19 13 171.9 39,800 13,600 15.2 8.89 2,270 777 2,520 1,180 3,720 187 350 x 350 400 x 200 56.1 396 199 7 11 13 71.41 19,800 1,450 16.7 4.51 1,000 146 1,110 223 535 25.1 65.4 400 200 8 13 13 83.37 23,500 1,740 16.8 4.57 1,180 174 1,310 267 649 39.7 400 x 300 105 390 300 10 16 13 133.3 37,900 7,200 16.9 7.35 1,940 480 2,140 730 2,520 100 400 x 300 400 x 400 450 x 200 al Tolerance : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 172 400 400 13 21 22 218.7 66,600 22,400 17.5 10.1 3,330 1,120 3,670 1,700 8,040 304 232 414 405 18 28 22 295.4 92,800 31,000 17.7 10.2 4,480 1,530 5,030 2,330 11,500 721 283 428 407 20 35 22 360.7 119,000 39,400 18.2 10.5 5,560 1,940 6,310 2,940 15,200 1,320 415 458 417 30 50 22 528.6 187,000 60,500 18.8 10.7 8,170 2,900 9,540 4,440 25,100 3,930 605 498 432 45 70 22 770.1 298,000 94,400 19.7 11.1 12,000 4,370 14,500 6,720 43,100 11,300 65.1 446 199 8 12 13 82.97 28,100 1,580 18.4 4.36 1,260 159 1,420 245 742 34.3 74.9 450 200 9 14 13 95.43 32,900 1,870 18.6 4.43 1,460 187 1,650 290 887 52.0 소성 m Division (depth x width) 200 x 100 250 x 125 300 x 150 350 x 175 400 x 200 400 x 400 450 x 200 H Other Reinforcing Bar Round Bar 182 183

01. H H 형강 s and al Properties 치수및단면성능 (1) Metric Series - JIS '94, '08 Division (depth x width) al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 450 x 300 121 440 300 11 18 13 153.9 54,700 8,110 18.9 7.26 2,490 541 2,760 823 3,610 142 450 x 300 500 x 200 500 x 300 600 x 200 600 x 300 700 x 300 800 x 300 900 x 300 al Tolerance : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 : JIS G 3192:1994 JIS G 3192:2008 JIS G 3136:2008 77.9 496 199 9 14 13 99.29 40,800 1,840 20.3 4.30 1,650 185 1,870 288 1,070 52.9 88.2 500 200 10 16 13 112.3 46,800 2,140 20.4 4.37 1,870 214 2,130 333 1,250 76.4 111 482 300 11 15 13 141.2 58,300 6,760 20.3 6.92 2,420 451 2,700 690 3,680 95.5 125 488 300 11 18 13 159.2 68,900 8,110 20.8 7.14 2,820 541 3,130 825 4,470 144 92.5 596 199 10 15 13 117.8 66,600 1,980 23.8 4.10 2,230 199 2,580 312 1,660 70.0 103 600 200 11 17 13 131.7 75,600 2,270 24.0 4.15 2,520 227 2,900 358 1,930 98.2 133 582 300 12 17 13 169.2 99,000 7,660 24.2 6.73 3,400 511 3,820 786 6,110 139 147 588 300 12 20 13 187.2 114,000 9,010 24.7 6.94 3,880 601 4,350 921 7,260 200 170 594 302 14 23 13 217.1 134,000 10,600 24.8 6.99 4,510 702 5,060 1,080 8,610 306 163 692 300 13 20 18 207.5 168,000 9,020 28.5 6.59 4,860 601 5,500 931 10,200 228 182 700 300 13 24 18 231.5 197,000 10,800 29.2 6.83 5,630 720 6,340 1,110 12,300 342 188 792 300 14 22 18 239.5 248,000 9,920 32.2 6.44 6,260 661 7,140 1,030 14,700 305 207 800 300 14 26 18 263.5 286,000 11,700 32.9 6.66 7,150 780 8,100 1,210 17,500 440 210 890 299 15 23 18 266.9 339,000 10,300 35.6 6.21 7,620 689 8,750 1,080 19,300 365 240 900 300 16 28 18 305.8 404,000 12,600 36.3 6.42 8,980 840 10,300 1,320 24,000 581 283 912 302 18 34 18 360.1 491,000 15,700 36.9 6.60 10,770 1,040 12,300 1,620 30,100 981 304 918 303 19 37 18 387.4 535,000 17,200 37.2 6.66 11,660 1,140 13,400 1,780 33,300 1,240 소성 m Division (depth x width) 500 x 200 500 x 300 600 x 200 600 x 300 700 x 300 800 x 300 900 x 300 H Other Reinforcing Bar Round Bar 184 185

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM (lbs/ft) (in) al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J W4 x 4 13 4.16 4.060 0.280 0.345 0.30 19.35 105.7 103.1 7.1 8.8 7.6 24.90 476.5 161.1 4.37 2.54 90.2 31.3 104 48.1 3.77 6.91 W4 x 4 W5 x 5 W6 x 4 W6 x 6 W8 x 4 W8 x 5¼ W8 x 6½ W8 x 8 W10 x 4 W10 x 5¾ al Tolerance 16 5.01 5.000 0.240 0.360 0.30 23.81 127.3 127.0 6.1 9.1 7.6 30.26 888.8 311.0 5.42 3.21 140 49.0 157 74.6 10.9 8.02 19 5.15 5.030 0.270 0.430 0.30 28.28 130.8 127.8 6.9 10.9 7.6 35.88 1,090 379.6 5.51 3.25 167 59.4 190 90.6 13.6 13.2 8.5 5.83 3.940 0.170 0.195 0.30 12.65 148.0 100.1 4.3 4.9 7.6 16.25 620 82.1 6.17 2.25 84 16.4 94 25.4 4.2 1.58 9 5.90 3.940 0.170 0.215 0.30 13.39 149.9 100.1 4.3 5.5 7.6 17.48 693.1 92.1 6.30 2.30 92.5 18.4 104 28.4 4.79 1.90 12 6.03 4.000 0.230 0.280 0.30 17.86 153.2 101.6 5.8 7.1 7.6 22.99 923.1 124.4 6.34 2.33 121 24.5 137 38.0 6.62 4.09 16 6.28 4.030 0.260 0.405 0.30 23.81 159.5 102.4 6.6 10.3 7.6 30.76 1,350 184.8 6.62 2.45 169 36.1 193 55.8 10.3 9.72 15 5.99 5.990 0.230 0.260 0.30 22.32 152.1 152.1 5.8 6.6 7.6 28.63 1,220 387.4 6.53 3.68 160 50.9 177 77.7 20.5 4.58 20 6.20 6.020 0.260 0.365 0.30 29.76 157.5 152.9 6.6 9.3 7.6 38.10 1,730 554.5 6.74 3.81 220 72.5 246 111 30.4 10.5 25 6.38 6.080 0.320 0.455 0.30 37.20 162.1 154.4 8.1 11.6 7.6 47.57 2,240 712.4 6.86 3.87 276 92.3 312 141 40.3 20.0 10 7.89 3.940 0.170 0.205 0.30 14.88 200.4 100.1 4.3 5.2 7.6 19.08 1,280 87.1 8.19 2.14 128 17.4 145 27.1 8.28 1.87 13 7.99 4.000 0.230 0.255 0.30 19.35 202.9 101.6 5.8 6.5 7.6 24.72 1,650 114.0 8.17 2.15 163 22.4 187 35.4 11.0 3.86 15 8.11 4.015 0.245 0.315 0.30 22.32 206.0 102.0 6.2 8.0 7.6 28.60 2,000 142.0 8.36 2.23 194 27.8 222 43.7 13.9 5.86 18 8.14 5.250 0.230 0.330 0.30 26.79 206.8 133.4 5.8 8.4 7.6 33.93 2,580 332.8 8.72 3.13 250 49.9 279 76.6 32.7 7.25 21 8.28 5.270 0.250 0.400 0.30 31.25 210.3 133.9 6.4 10.2 7.6 39.97 3,150 408.7 8.88 3.20 300 61.0 336 93.6 40.9 12.0 24 7.93 6.495 0.245 0.400 0.40 35.72 201.4 165.0 6.2 10.2 10.2 45.78 3,460 764.3 8.69 4.09 344 92.6 380 141 69.8 14.6 28 8.06 6.535 0.285 0.465 0.40 41.67 204.7 166.0 7.2 11.8 10.2 53.11 4,070 900.5 8.75 4.12 398 109 445 166 83.7 22.4 31 8.00 7.995 0.285 0.435 0.40 46.13 203.2 203.1 7.2 11.0 10.2 58.62 4,560 1,540.0 8.82 5.13 449 152 496 230 142 22.3 35 8.12 8.020 0.310 0.495 0.40 52.09 206.2 203.7 7.9 12.6 10.2 66.52 5,280 1,780.0 8.91 5.17 512 175 570 265 166 32.5 40 8.25 8.070 0.360 0.560 0.40 59.53 209.6 205.0 9.1 14.2 10.2 75.60 6,090 2,040.0 8.98 5.19 581 199 651 303 195 46.9 48 8.50 8.110 0.400 0.685 0.40 71.43 215.9 206.0 10.2 17.4 10.2 91.05 7,650 2,540.0 9.17 5.28 709 247 803 375 250 82.3 58 8.75 8.220 0.510 0.810 0.40 86.31 222.3 208.8 13.0 20.6 10.2 110.5 9,490 3,130.0 9.27 5.32 854 300 982 458 318 141 67 9.00 8.280 0.570 0.935 0.40 99.71 228.6 210.3 14.5 23.7 10.2 126.8 11,300 3,680.0 9.44 5.39 989 350 1,150 535 386 212 12 9.87 3.960 0.190 0.210 0.30 17.86 250.7 100.6 4.8 5.3 7.6 22.68 2,230 90.2 9.92 1.99 178 17.9 206 28.4 13.5 2.41 15 9.99 4.000 0.230 0.270 0.30 22.32 253.7 101.6 5.8 6.9 7.6 28.43 2,870 121.1 10.0 2.06 226 23.8 262 37.9 18.4 4.55 17 10.11 4.010 0.240 0.330 0.30 25.30 256.8 101.9 6.1 8.4 7.6 32.26 3,410 148.7 10.3 2.15 266 29.2 306 46.1 22.9 6.67 19 10.24 4.020 0.250 0.395 0.30 28.28 260.1 102.1 6.4 10.0 7.6 36.28 4,000 178.0 10.5 2.22 308 34.9 354 54.8 27.7 9.78 22 10.17 5.750 0.240 0.360 0.30 32.74 258.3 146.1 6.1 9.1 7.6 41.73 4,900 473.6 10.8 3.37 379 64.8 425 100 73.4 10.0 26 10.33 5.770 0.260 0.440 0.30 38.69 262.4 146.6 6.6 11.2 7.6 49.17 6,010 588.8 11.1 3.46 458 80.3 513 123 92.8 16.9 30 10.47 5.810 0.300 0.510 0.30 44.64 265.9 147.6 7.6 13.0 7.6 57.10 7,090 697.7 11.1 3.50 533 94.5 601 145 111 26.2 소성 w W5 x 5 W6 x 4 W6 x 6 W8 x 4 W8 x 5¼ W8 x 6½ W8 x 8 W10 x 4 W10 x 5¾ H Other Reinforcing Bar Round Bar 186 187

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM W10 x 8 W10 x 10 W12 x 4 W12 x 6½ W12 x 8 W12 x 10 W12 x 12 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 33 9.73 7.960 0.290 0.435 0.50 49.11 247.1 202.2 7.4 11.0 12.7 62.53 7,070 1,520 10.6 4.93 572 150 634 229 211 24.4 39 9.92 7.985 0.315 0.530 0.50 58.04 252.0 202.8 8.0 13.5 12.7 74.14 8,720 1,880 10.8 5.04 692 185 769 282 267 40.9 45 10.10 8.020 0.350 0.620 0.50 66.97 256.5 203.7 8.9 15.7 12.7 85.38 10,300 2,210 11.0 5.09 803 217 898 331 321 62.3 49 9.98 10.000 0.340 0.560 0.50 72.92 253.5 254.0 8.6 14.2 12.7 92.9 11,300 3,880 11.0 6.46 892 306 987 463 555 57.6 54 10.09 10.030 0.370 0.615 0.50 80.36 256.3 254.8 9.4 15.6 12.7 102.0 12,600 4,300 11.1 6.49 983 338 1,090 512 623 75.9 60 10.22 10.080 0.420 0.680 0.50 89.29 259.6 256.0 10.7 17.3 12.7 114.0 14,200 4,840 11.2 6.52 1,090 378 1,220 575 710 104 68 10.40 10.130 0.470 0.770 0.50 101.2 264.2 257.3 11.9 19.6 12.7 129.0 16,400 5,570 11.3 6.57 1,240 433 1,400 658 832 150 77 10.60 10.190 0.530 0.870 0.50 114.6 269.2 258.8 13.5 22.1 12.7 146.1 19,000 6,390 11.4 6.61 1,410 494 1,600 752 975 215 88 10.84 10.265 0.610 0.990 0.50 131.0 275.3 260.7 15.4 25.1 12.7 166.9 22,200 7,420 11.5 6.67 1,610 569 1,850 868 1,160 315 100 11.10 10.340 0.680 1.120 0.50 148.8 281.9 262.6 17.3 28.4 12.7 189.5 25,900 8,580 11.7 6.73 1,840 654 2,120 998 1,380 455 112 11.36 10.415 0.755 1.250 0.50 166.7 288.5 264.5 19.2 31.8 12.7 212.8 29,800 9,820 11.8 6.79 2,070 743 2,420 1,130 1,620 637 14 11.91 3.970 0.200 0.225 0.30 20.83 302.5 100.8 5.1 5.7 7.6 26.83 3,680 97.7 11.7 1.91 243 19.4 286 31.1 21.4 3.12 16 11.99 3.990 0.220 0.265 0.30 23.81 304.5 101.3 5.6 6.7 7.6 30.37 4,260 117 11.8 1.96 280 23.0 328 36.9 25.7 4.44 19 12.16 4.005 0.235 0.350 0.30 28.28 308.9 101.7 6.0 8.9 7.6 36.06 5,410 157 12.2 2.08 350 30.8 406 48.9 35.1 7.66 22 12.31 4.030 0.260 0.425 0.30 32.74 312.7 102.4 6.6 10.8 7.6 41.83 6,500 194 12.5 2.15 416 37.9 481 60.0 44.0 12.3 26 12.22 6.490 0.230 0.380 0.30 38.69 310.4 164.8 5.8 9.7 7.6 49.35 8,520 724 13.1 3.83 549 87.9 611 134 164 12.6 30 12.34 6.520 0.260 0.440 0.30 44.64 313.4 165.6 6.6 11.2 7.6 56.80 9,930 849 13.2 3.87 634 103 707 157 194 19.2 35 12.50 6.560 0.300 0.520 0.30 52.09 317.5 166.6 7.6 13.2 7.6 66.60 11,900 1,020 13.4 3.91 750 122 837 188 236 30.9 40 11.94 8.005 0.295 0.515 0.60 59.53 303.3 203.3 7.5 13.1 15.2 76.03 12,900 1,840 13.0 4.92 851 181 944 276 386 39.4 45 12.06 8.045 0.335 0.575 0.60 66.97 306.3 204.3 8.5 14.6 15.2 85.19 14,600 2,080 13.1 4.94 953 204 1,060 311 441 54.3 50 12.19 8.080 0.370 0.640 0.60 74.41 309.6 205.2 9.4 16.3 15.2 94.92 16,400 2,350 13.1 4.98 1,060 229 1,190 351 505 74.3 53 12.06 9.995 0.345 0.575 0.60 78.87 306.3 253.9 8.8 14.6 15.2 100.5 17,700 3,990 13.3 6.30 1,160 314 1,280 478 847 65.7 58 12.19 10.010 0.360 0.640 0.60 86.31 309.6 254.3 9.1 16.3 15.2 110.1 19,800 4,470 13.4 6.37 1,280 352 1,420 534 961 87.2 65 12.12 12.000 0.390 0.605 0.60 96.73 307.8 304.8 9.9 15.4 15.2 123.3 22,200 7,270 13.4 7.68 1,440 477 1,590 724 1,550 91.7 72 12.25 12.040 0.430 0.670 0.60 107.1 311.2 305.8 10.9 17.0 15.2 136.2 24,800 8,110 13.5 7.72 1,590 530 1,770 805 1,750 122 79 12.38 12.080 0.470 0.735 0.60 117.6 314.5 306.8 11.9 18.7 15.2 149.7 27,600 9,010 13.6 7.76 1,760 587 1,950 892 1,970 161 소성 w W10 x 8 W10 x 10 W12 x 4 W12 x 6½ W12 x 8 W12 x 10 W12 x 12 H Other Reinforcing Bar Round Bar 188 189

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM W12 x 12 W14 x 5 W14 x 6¾ W14 x 8 W14 x 10 W14 x 14½ * 표시는 BS 규격 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 87 12.53 12.125 0.515 0.810 0.60 129.5 318.3 308.0 13.1 20.6 15.2 165.2 30,800 10,000 13.7 7.78 1,940 649 2,170 991 2,220 215 96 12.71 12.160 0.550 0.900 0.60 142.9 322.8 308.9 14.0 22.9 15.2 182.2 34,700 11,300 13.8 7.88 2,150 732 2,420 1,110 2,530 289 106 12.89 12.220 0.610 0.990 0.60 157.7 327.4 310.4 15.5 25.1 15.2 200.8 38,800 12,500 13.9 7.89 2,370 805 2,680 1,230 2,860 381 120 13.12 12.320 0.710 1.105 0.60 178.6 333.2 312.9 18.0 28.1 15.2 227.7 44,600 14,400 14.0 7.95 2,680 920 3,050 1,400 3,340 544 136 13.41 12.400 0.790 1.250 0.60 202.4 340.6 315.0 20.1 31.8 15.2 258.0 51,900 16,600 14.2 8.02 3,050 1,050 3,510 1,610 3,950 784 152 13.71 12.480 0.870 1.400 0.60 226.2 348.2 317.0 22.1 35.6 15.2 288.9 59,700 18,900 14.4 8.09 3,430 1,190 3,980 1,830 4,620 1,090 *161 13.88 12.535 0.906 1.484 0.60 239.6 352.5 318.4 23.0 37.7 15.2 305.8 64,200 20,300 14.5 8.15 3,640 1,280 4,250 1,950 5,020 1,290 170 14.03 12.570 0.960 1.560 0.60 253.0 356.4 319.3 24.4 39.6 15.2 322.5 68,500 21,500 14.6 8.16 3,840 1,350 4,500 2,060 5,390 1,500 190 14.38 12.670 1.060 1.735 0.60 282.8 365.3 321.8 26.9 44.1 15.2 360.4 78,800 24,500 14.8 8.24 4,310 1,520 5,100 2,340 6,320 2,060 210 14.71 12.790 1.180 1.900 0.60 312.5 373.6 324.9 30.0 48.3 15.2 398.9 89,300 27,700 15.0 8.33 4,780 1,710 5,710 2,620 7,300 2,740 230 15.05 12.895 1.285 2.070 0.60 342.3 382.3 327.5 32.6 52.6 15.2 436.8 100,600 30,900 15.2 8.41 5,260 1,890 6,330 2,900 8,370 3,550 252 15.41 13.005 1.395 2.250 0.60 375.0 391.4 330.3 35.4 57.2 15.2 477.9 113,200 34,500 15.4 8.50 5,780 2,090 7,020 3,210 9,590 4,580 279 15.85 13.140 1.530 2.470 0.60 415.2 402.6 333.8 38.9 62.7 15.2 528.4 129,500 39,000 15.7 8.59 6,430 2,340 7,890 3,600 11,230 6,070 305 16.32 13.235 1.625 2.705 0.60 453.9 414.5 336.2 41.3 68.7 15.2 578.4 147,600 43,700 16.0 8.69 7,120 2,600 8,810 4,010 13,010 7,880 22 13.74 5.000 0.230 0.335 0.40 32.74 349.0 127.0 5.8 8.5 10.2 41.74 8,270 291 14.1 2.64 474 45.8 542 71.8 84.1 8.71 26 13.91 5.025 0.255 0.420 0.40 38.69 353.3 127.6 6.5 10.7 10.2 49.77 10,200 372 14.3 2.73 577 58.2 661 91.1 109 15.1 30 13.84 6.730 0.270 0.385 0.40 44.64 351.5 170.9 6.9 9.8 10.2 57.29 12,100 817 14.5 3.78 689 95.6 777 148 238 16.3 34 13.98 6.745 0.285 0.455 0.40 50.60 355.1 171.3 7.2 11.6 10.2 64.53 14,200 973 14.8 3.88 800 114 896 175 287 23.9 38 14.10 6.770 0.310 0.515 0.40 56.55 358.1 172.0 7.9 13.1 10.2 72.18 16,100 1,110 14.9 3.92 899 129 1,010 200 331 33.6 43 13.66 7.995 0.305 0.530 0.60 63.99 347.0 203.1 7.7 13.5 15.2 81.46 17,800 1,890 14.8 4.82 1,030 186 1,140 285 524 43.4 48 13.79 8.030 0.340 0.595 0.60 71.43 350.3 204.0 8.6 15.1 15.2 91.12 20,200 2,140 14.9 4.85 1,150 210 1,280 322 600 59.9 53 13.92 8.060 0.370 0.660 0.60 78.87 353.6 204.7 9.4 16.8 15.2 100.8 22,600 2,410 15.0 4.89 1,280 236 1,430 361 681 80.8 61 13.89 9.995 0.375 0.645 0.60 90.78 352.8 253.9 9.5 16.4 15.2 115.7 26,700 4,480 15.2 6.22 1,510 353 1,680 538 1,270 91.4 68 14.04 10.035 0.415 0.720 0.60 101.2 356.6 254.9 10.5 18.3 15.2 128.9 30,100 5,060 15.3 6.27 1,690 397 1,880 605 1,450 125 74 14.17 10.070 0.450 0.785 0.60 110.1 359.9 255.8 11.4 19.9 15.2 140.3 33,100 5,560 15.4 6.30 1,840 435 2,050 663 1,600 161 82 14.31 10.130 0.510 0.855 0.60 122.0 363.5 257.3 13.0 21.7 15.2 155.3 36,700 6,170 15.4 6.30 2,020 480 2,270 734 1,800 212 90 14.02 14.520 0.440 0.710 0.60 133.9 356.1 368.8 11.2 18.0 15.2 170.6 41,500 15,100 15.6 9.41 2,330 819 2,560 1,240 4,300 169 99 14.16 14.565 0.485 0.780 0.60 147.3 359.7 370.0 12.3 19.8 15.2 187.9 46,200 16,700 15.7 9.43 2,570 903 2,840 1,370 4,830 224 109 14.32 14.605 0.525 0.860 0.60 162.2 363.7 371.0 13.3 21.8 15.2 206.3 51,500 18,600 15.8 9.50 2,830 1,000 3,140 1,520 5,420 296 소성 w W12 x 12 W14 x 5 W14 x 6¾ W14 x 8 W14 x 10 W14 x 14½ H Other Reinforcing Bar Round Bar 190 191

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM W14 x 14½ W14 x 16 W16 x 5½ W16 x 7 W16 x 10¼ W18 x 6 W18 x 7½ * 표시는 BS 규격 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 120 14.48 14.670 0.590 0.940 0.60 178.6 367.8 372.6 15.0 23.9 15.2 228.1 57,300 20,600 15.8 9.50 3,120 1,110 3,480 1,680 6,090 394 W14 x 14½ 132 14.66 14.725 0.645 1.030 0.60 196.4 372.4 374.0 16.4 26.2 15.2 250.4 63,800 22,900 16.0 9.56 3,430 1,220 3,840 1,860 6,840 518 145 14.78 15.500 0.680 1.090 0.60 215.8 375.4 393.7 17.3 27.7 15.2 275.5 71,300 28,200 16.1 10.12 3,800 1,430 4,270 2,170 8,510 638 159 14.98 15.565 0.745 1.190 0.60 236.6 380.5 395.4 18.9 30.2 15.2 301.3 79,100 31,100 16.2 10.16 4,160 1,570 4,700 2,390 9,550 827 176 15.22 15.650 0.830 1.310 0.60 261.9 386.6 397.5 21.1 33.3 15.2 334.2 89,100 34,900 16.3 10.22 4,610 1,760 5,250 2,670 10,900 1,120 193 15.48 15.710 0.890 1.440 0.60 287.2 393.2 399.0 22.6 36.6 15.2 366.4 99,800 38,800 16.5 10.29 5,080 1,940 5,820 2,960 12,300 1,470 211 15.72 15.800 0.980 1.560 0.60 314.0 399.3 401.3 24.9 39.6 15.2 399.5 111,000 42,700 16.7 10.34 5,560 2,130 6,390 3,240 13,800 1,870 233 16.04 15.890 1.070 1.720 0.60 346.7 407.4 403.6 27.2 43.7 15.2 441.8 125,000 47,900 16.8 10.41 6,140 2,370 7,140 3,620 15,800 2,510 257 16.38 15.995 1.175 1.890 0.60 382.5 416.1 406.3 29.8 48.0 15.2 487.4 142,000 53,700 17.1 10.50 6,830 2,640 7,970 4,040 18,200 3,330 283 16.74 16.110 1.290 2.070 0.60 421.2 425.2 409.2 32.8 52.6 15.2 537.4 160,000 60,200 17.3 10.58 7,530 2,940 8,890 4,490 20,800 4,400 311 17.12 16.230 1.410 2.260 0.60 462.8 434.8 412.2 35.8 57.4 15.2 589.7 180,000 67,100 17.5 10.67 8,280 3,260 9,880 4,980 23,900 5,740 342 17.54 16.360 1.540 2.470 0.60 509.0 445.5 415.5 39.1 62.7 15.2 648.2 204,000 75,100 17.7 10.76 9,160 3,610 11,010 5,540 27,500 7,510 370 17.92 16.475 1.655 2.660 0.60 550.6 455.2 418.5 42.0 67.6 15.2 702.2 227,000 82,800 18.0 10.86 9,970 3,960 12,070 6,070 31,000 9,430 26 15.69 5.500 0.250 0.345 0.40 38.69 398.5 139.7 6.4 8.8 10.2 49.86 12,600 401 15.9 2.84 632 57.4 728 90.3 152 11.3 31 15.88 5.525 0.275 0.440 0.40 46.13 403.4 140.3 7.0 11.2 10.2 58.99 15,600 516.9 16.3 2.96 773 73.7 887 115 198 19.4 36 15.86 6.985 0.295 0.430 0.40 53.57 402.8 177.4 7.5 10.9 10.2 68.14 18,600 1,020 16.5 3.87 924 115 1,050 177 389 22.9 40 16.01 6.995 0.305 0.505 0.40 59.53 406.7 177.7 7.7 12.8 10.2 75.73 21,500 1,200 16.8 3.98 1,060 135 1,190 208 464 32.9 45 16.13 7.035 0.345 0.565 0.40 66.97 409.7 178.7 8.8 14.4 10.2 85.88 24,500 1,370 16.9 3.99 1,200 153 1,350 238 535 47.1 50 16.26 7.070 0.380 0.630 0.40 74.41 413.0 179.6 9.7 16.0 10.2 95.32 27,400 1,550 17.0 4.03 1,330 173 1,510 268 609 64.1 57 16.43 7.120 0.430 0.715 0.40 84.83 417.3 180.8 10.9 18.2 10.2 108.2 31,600 1,800 17.1 4.08 1,510 199 1,730 310 714 93.2 67 16.33 10.235 0.395 0.665 0.40 99.71 414.8 260.0 10.0 16.9 10.2 126.9 39,700 4,950 17.7 6.25 1,910 381 2,130 581 1,960 100 77 16.52 10.295 0.455 0.760 0.40 114.6 419.6 261.5 11.6 19.3 10.2 146.0 46,100 5,760 17.8 6.28 2,200 441 2,460 673 2,300 150 89 16.75 10.365 0.525 0.875 0.40 132.4 425.4 263.3 13.3 22.2 10.2 168.5 54,000 6,760 17.9 6.33 2,540 514 2,860 787 2,740 228 100 16.97 10.425 0.585 0.985 0.40 148.8 431.0 264.8 14.9 25.0 10.2 190.1 61,800 7,750 18.0 6.38 2,870 585 3,250 899 3,190 324 35 17.70 6.000 0.300 0.425 0.40 52.09 449.6 152.4 7.6 10.8 10.2 66.34 21,200 639 17.9 3.10 943 83.9 1,090 132 307 21.4 40 17.90 6.015 0.315 0.525 0.40 59.53 454.7 152.8 8.0 13.3 10.2 75.79 25,400 793 18.3 3.23 1,120 104 1,280 163 385 33.7 46 18.06 6.060 0.360 0.605 0.40 68.46 458.7 153.9 9.1 15.4 10.2 87.23 29,600 939 18.4 3.28 1,290 122 1,490 192 460 51.2 *41 17.70 7.450 0.320 0.425 0.40 61.01 449.6 189.2 8.1 10.8 10.2 76.56 25,400 1,220 18.2 3.99 1,130 129 1,290 201 587 26.2 *45 17.86 7.475 0.335 0.500 0.40 66.97 453.6 189.9 8.5 12.7 10.2 85.52 29,400 1,450 18.5 4.12 1,300 153 1,470 237 704 37.5 50 17.99 7.495 0.355 0.570 0.40 74.41 456.9 190.4 9.0 14.5 10.2 94.62 33,300 1,670 18.8 4.20 1,460 175 1,650 272 816 52.1 소성 w W14 x 16 W16 x 5½ W16 x 7 W16 x 10¼ W18 x 6 W18 x 7½ H Other Reinforcing Bar Round Bar 192 193

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM W18 x 7½ W18 x 11 W21 x 6½ W21 x 8¼ W21 x 12¼ * 표시는 BS규격 194 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 55 18.11 7.530 0.390 0.630 0.40 81.85 460.0 191.3 9.9 16.0 10.2 104.5 37,100 1,870 18.8 4.23 1,610 196 1,830 304 920 69.7 60 18.24 7.555 0.415 0.695 0.40 89.29 463.3 191.9 10.5 17.7 10.2 113.8 41,000 2,090 19.0 4.29 1,770 218 2,010 338 1,030 91.3 65 18.35 7.590 0.450 0.750 0.40 96.73 466.1 192.8 11.4 19.1 10.2 123.3 44,700 2,290 19.0 4.31 1,920 238 2,190 370 1,140 115 *66 18.39 7.590 4.450 0.770 0.40 98.22 467.2 192.8 11.4 19.6 10.2 125.3 45,700 2,350 19.1 4.33 1,960 244 2,230 379 1,170 122 71 18.47 7.635 0.495 0.810 0.40 105.7 469.1 193.9 12.6 20.6 10.2 134.7 48,800 2,510 19.0 4.32 2,080 259 2,390 405 1,260 147 76 18.21 11.035 0.425 0.680 0.40 113.1 462.5 280.3 10.8 17.3 10.2 144.1 55,500 6,350 19.6 6.64 2,400 453 2,670 693 3,150 119 86 18.39 11.090 0.480 0.770 0.40 128.0 467.1 281.7 12.2 19.6 10.2 163.5 63,700 7,310 19.7 6.69 2,730 519 3,050 794 3,660 173 97 18.59 11.145 0.535 0.870 0.40 144.4 472.2 283.1 13.6 22.1 10.2 184.2 72,700 8,370 19.9 6.74 3,080 591 3,460 906 4,230 246 106 18.73 11.200 0.590 0.940 0.40 157.7 475.7 284.5 15.0 23.9 10.2 201.1 79,700 9,190 19.9 6.76 3,350 646 3,780 992 4,680 315 119 18.97 11.265 0.655 1.060 0.40 177.1 481.8 286.1 16.6 26.9 10.2 225.9 91,000 10,500 20.1 6.82 3,780 734 4,280 1,130 5,430 445 130 19.25 11.160 0.670 1.200 0.40 193.5 489.0 283.5 17.0 30.5 10.2 246.6 103,000 11,600 20.4 6.86 4,210 818 4,760 1,260 6,090 609 143 19.49 11.220 0.730 1.320 0.40 212.8 495.0 285.0 18.5 33.5 10.2 271.0 114,000 12,900 20.5 6.90 4,610 905 5,270 1,400 6,880 804 158 19.72 11.300 0.810 1.440 0.40 235.1 500.9 287.0 20.6 36.6 10.2 299.1 127,000 14,500 20.6 6.96 5,070 1,010 5,840 1,550 7,770 1,060 175 20.04 11.375 0.890 1.590 0.40 260.4 509.0 288.9 22.6 40.4 10.2 331.1 144,000 16,300 20.9 7.02 5,660 1,130 6,520 1,740 8,910 1,420 192 20.35 11.455 0.960 1.750 0.40 285.7 516.9 291.0 24.4 44.4 10.2 363.8 161,000 18,300 21.0 7.09 6,230 1,260 7,240 1,940 10,180 1,880 211 20.67 11.555 1.060 1.910 0.40 314.0 525.0 293.5 26.9 48.5 10.2 400.7 180,000 20,500 21.2 7.15 6,860 1,400 8,030 2,170 11,600 2,470 234 21.06 11.650 1.160 2.110 0.40 348.2 534.9 295.9 29.5 53.6 10.2 444.3 204,000 23,200 21.4 7.23 7,630 1,570 9,000 2,440 13,400 3,320 258 21.46 11.770 1.280 2.300 0.40 383.9 545.1 299.0 32.5 58.4 10.2 489.3 229,000 26,100 21.6 7.30 8,400 1,750 10,000 2,730 15,410 4,340 283 21.85 11.890 1.400 2.500 0.40 421.2 555.0 302.0 35.6 63.5 10.2 536.8 257,000 29,300 21.9 7.39 9,260 1,940 11,100 3,030 17,600 5,620 311 22.32 12.005 1.520 2.740 0.40 462.8 566.9 304.9 38.6 69.6 10.2 590.4 290,000 33,100 22.2 7.49 10,200 2,170 12,300 3,400 20,330 7,390 44 20.66 6.500 0.350 0.450 0.50 65.48 524.8 165.1 8.9 11.4 12.7 83.71 35,000 859 20.4 3.20 1,330 104 1,560 166 563 33.1 50 20.83 6.530 0.380 0.535 0.50 74.41 529.1 165.9 9.7 13.6 12.7 95.19 41,100 1,040 20.8 3.31 1,550 125 1,810 200 688 48.9 57 21.06 6.555 0.405 0.650 0.50 84.83 534.9 166.5 10.3 16.5 12.7 108.0 48,600 1,270 21.2 3.43 1,820 153 2,110 243 853 74.4 48 20.60 8.140 0.350 0.430 0.50 71.43 523.2 206.8 8.9 10.9 12.7 91.09 39,800 1,610 20.9 4.20 1,520 156 1,750 244 1,050 34.6 55 20.80 8.220 0.375 0.522 0.50 81.85 528.3 208.8 9.6 13.2 12.7 104.7 47,500 2,010 21.3 4.38 1,800 193 2,060 300 1,330 52.5 62 20.99 8.240 0.400 0.615 0.50 92.27 533.1 209.3 10.2 15.6 12.7 117.9 55,300 2,390 21.7 4.50 2,070 228 2,370 356 1,600 77.0 68 21.13 8.270 0.430 0.685 0.50 101.2 536.7 210.1 10.9 17.4 12.7 129.2 61,600 2,700 21.8 4.57 2,300 257 2,620 400 1,810 102 73 21.24 8.295 0.455 0.740 0.50 108.6 539.5 210.7 11.6 18.8 12.7 138.8 66,800 2,940 21.9 4.60 2,480 279 2,830 435 1,990 127 83 21.43 8.355 0.515 0.835 0.50 123.5 544.3 212.2 13.1 21.2 12.7 157.1 76,200 3,390 22.0 4.65 2,800 320 3,210 500 2,310 182 93 21.62 8.420 0.580 0.930 0.50 138.4 549.1 213.9 14.7 23.6 12.7 176.1 86,100 3,860 22.1 4.68 3,140 361 3,610 568 2,660 253 101 21.36 12.290 0.500 0.800 0.50 150.3 542.5 312.2 12.7 20.3 12.7 191.9 101,000 10,300 22.9 7.33 3,720 660 4,140 1,010 7,020 218 111 21.51 12.340 0.550 0.875 0.50 165.2 546.4 313.4 14.0 22.2 12.7 210.8 111,000 11,400 22.9 7.35 4,060 728 4,560 1,120 7,820 286 122 21.68 12.390 0.600 0.960 0.50 181.6 550.7 314.7 15.2 24.4 12.7 231.2 123,000 12,700 23.1 7.41 4,470 807 5,030 1,240 8,780 377 소성 w W18 x 7½ W18 x 11 W21 x 6½ W21 x 8¼ W21 x 12¼ H Other Reinforcing Bar Round Bar 195

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM 196 W21 x 12¼ W24 x 7 W24 x 9 W24 x 12¾ * 표시는 BS 규격 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 132 21.83 12.440 1.035 0.650 0.50 196.4 554.5 316.0 16.5 26.3 12.7 250.4 134,000 13,900 23.1 7.45 4,830 880 5,460 1,350 9,650 474 147 22.06 12.510 1.150 0.720 0.50 218.8 560.3 317.8 18.3 29.2 12.7 278.8 151,000 15,600 23.3 7.48 5,390 982 6,120 1,520 11,000 648 166 22.48 12.420 1.360 0.750 0.50 247.0 571.0 315.5 19.1 34.5 12.7 315.0 178,000 18,100 23.8 7.58 6,230 1,150 7,080 1,760 13,000 988 182 22.72 12.500 1.480 0.830 0.50 270.8 577.1 317.5 21.1 37.6 12.7 346.0 197,000 20,100 23.9 7.62 6,830 1,270 7,800 1,950 14,600 1,290 201 23.03 12.575 1.630 0.910 0.50 299.1 585.0 319.4 23.1 41.4 12.7 381.9 221,000 22,500 24.1 7.68 7,560 1,410 8,680 2,180 16,600 1,720 *223 23.35 12.673 1.000 1.791 0.50 331.9 593.1 321.9 25.4 45.5 12.7 421.8 248,000 25,400 24.2 7.76 8,360 1,580 9,660 2,440 19,000 2,290 *248 23.74 12.776 1.114 1.988 0.50 369.1 603.0 324.5 28.3 50.5 12.7 471.2 281,000 28,900 24.4 7.83 9,320 1,780 10,900 2,760 21,900 3,140 *275 24.13 12.890 1.220 2.189 0.50 409.2 612.9 327.4 31.0 55.6 12.7 521.0 317,000 32,600 24.7 7.91 10,300 1,990 12,100 3,100 25,300 4,190 *300 24.53 12.988 1.319 2.382 0.50 446.4 623.1 329.9 33.5 60.5 12.7 568.8 353,000 36,400 24.9 8.00 11,300 2,210 13,400 3,440 28,600 5,390 *333 25.00 13.130 1.461 2.618 0.50 495.6 635.0 333.5 37.1 66.5 12.7 631.2 400,000 41,300 25.2 8.09 12,600 2,480 15,000 3,870 33,200 7,220 55 23.57 7.005 0.505 0.395 0.50 81.85 598.7 177.9 10.0 12.8 12.7 104.2 55,900 1,210 23.2 3.41 1,870 136 2,190 218 1,030 50.3 62 23.74 7.040 0.590 0.430 0.50 92.27 603.0 178.8 10.9 15.0 12.7 117.5 64,600 1,440 23.4 3.50 2,140 161 2,510 258 1,240 72.4 68 23.73 8.965 0.585 0.415 0.50 101.2 602.7 227.7 10.5 14.9 12.7 129.4 76,200 2,940 24.3 4.77 2,530 258 2,900 403 2,530 79.2 76 23.92 8.990 0.680 0.440 0.50 113.1 607.6 228.3 11.2 17.3 12.7 144.6 87,500 3,440 24.6 4.88 2,880 301 3,290 470 2,990 113 84 24.10 9.020 0.770 0.470 0.50 125.0 612.1 229.1 11.9 19.6 12.7 159.4 98,600 3,940 24.9 4.97 3,220 344 3,680 536 3,450 155 94 24.31 9.065 0.875 0.515 0.50 139.9 617.5 230.3 13.1 22.2 12.7 178.7 112,000 4,530 25.0 5.03 3,630 393 4,160 615 4,000 220 103 24.53 9.000 0.980 0.550 0.50 153.3 623.1 228.6 14.0 24.9 12.7 195.5 125,000 4,970 25.3 5.04 4,010 435 4,590 680 4,440 297 104 24.06 12.750 0.750 0.500 0.65 154.8 611.1 323.9 12.7 19.1 16.5 198.8 130,000 10,800 25.6 7.37 4,250 667 4,770 1,030 9,480 206 117 24.26 12.800 0.850 0.550 0.65 174.1 616.2 325.1 14.0 21.6 16.5 223.0 148,000 12,400 25.8 7.46 4,800 763 5,390 1,170 10,900 291 131 24.48 12.855 0.960 0.605 0.65 194.9 621.8 326.5 15.4 24.4 16.5 249.9 168,000 14,200 25.9 7.54 5,400 870 6,090 1,340 12,600 410 146 24.74 12.900 1.090 0.650 0.65 217.3 628.4 327.7 16.5 27.7 16.5 278.4 192,000 16,300 26.3 7.65 6,110 995 6,870 1,530 14,700 575 162 25.00 12.955 1.220 0.705 0.65 241.1 635.0 329.1 17.9 31.0 16.5 308.9 216,000 18,400 26.4 7.72 6,800 1,120 7,700 1,730 16,800 790 176 25.24 12.890 1.340 0.750 0.65 261.9 641.1 327.4 19.1 34.0 16.5 334.4 237,000 19,900 26.6 7.71 7,390 1,220 8,390 1,880 18,300 1,020 192 25.47 12.950 1.460 0.810 0.65 285.7 646.9 328.9 20.6 37.1 16.5 364.4 261,000 22,000 26.8 7.77 8,070 1,340 9,200 2,070 20,500 1,310 207 25.71 13.010 1.570 0.870 0.65 308.0 653.0 330.5 22.1 39.9 16.5 392.8 285,000 24,100 26.9 7.83 8,730 1,460 10,000 2,250 22,600 1,630 229 26.02 13.110 1.730 0.960 0.65 340.8 660.9 333.0 24.4 43.9 16.5 434.5 319,000 27,100 27.1 7.90 9,650 1,630 11,100 2,520 25,700 2,180 250 26.34 13.185 1.890 1.040 0.65 372.0 669.0 334.9 26.4 48.0 16.5 475.1 354,000 30,100 27.3 7.96 10,600 1,800 12,200 2,800 29,000 2,830 279 26.73 13.305 2.090 1.160 0.65 415.2 678.9 337.9 29.5 53.1 16.5 530.2 400,000 34,300 27.5 8.04 11,800 2,030 13,700 3,160 33,400 3,870 306 27.13 13.405 2.280 1.260 0.65 455.4 689.1 340.5 32.0 57.9 16.5 580.1 446,000 38,300 27.7 8.13 12,900 2,250 15,100 3,510 37,900 5,010 335 27.52 13.520 2.480 1.380 0.65 498.5 699.0 343.4 35.1 63.0 16.5 636.2 496,000 42,700 27.9 8.19 14,200 2,490 16,700 3,900 43,000 6,490 370 27.99 13.660 2.720 1.520 0.65 550.6 710.9 347.0 38.6 69.1 16.5 702.9 558,000 48,400 28.2 8.30 15,700 2,790 18,600 4,380 49,500 8,610 소성 w W21 x 12¼ W24 x 7 W24 x 9 W24 x 12¾ H Other Reinforcing Bar Round Bar 197

01. H H 형강 s and al Properties 치수및단면성능 (2) ASTM W27 x 10 W30 x 10½ W33 x 11½ W36 x 12 (lbs/ft) (in) al Tolerance al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 84 26.71 9.960 0.460 0.640 0.60 125.0 678.4 253.0 11.7 16.3 15.2 160.0 119,000 4,410 27.3 5.25 3,510 349 4,010 546 4,820 120 94 26.92 9.990 0.490 0.745 0.60 139.9 683.8 253.7 12.4 18.9 15.2 178.0 136,000 5,160 27.6 5.38 3,980 407 4,550 635 5,680 169 102 27.09 10.015 0.515 0.830 0.60 151.8 688.1 254.4 13.1 21.1 15.2 194.0 151,000 5,800 27.9 5.47 4,390 456 5,010 713 6,440 222 114 27.29 10.070 0.570 0.930 0.60 169.7 693.2 255.8 14.5 23.6 15.2 216.4 170,000 6,600 28.0 5.52 4,900 516 5,620 808 7,380 307 129 27.63 10.010 0.610 1.100 0.60 192.0 701.8 254.3 15.5 27.9 15.2 244.0 198,000 7,670 28.5 5.61 5,640 603 6,460 943 8,680 464 90 29.53 10.400 0.470 0.610 1.10 133.9 750.1 264.2 11.94 15.49 28.0 174.4 156,000 4,780 29.9 5.24 4,160 362 4,790 575 6,420 154 99 29.65 10.450 0.520 0.670 1.10 147.3 753.1 265.4 13.21 17.02 28.0 192.1 172,000 5,330 29.9 5.27 4,570 402 5,270 639 7,180 199 108 29.83 10.475 0.545 0.760 1.10 160.7 757.7 266.1 13.84 19.30 28.0 209.0 191,000 6,090 30.2 5.40 5,040 458 5,820 727 8,260 251 116 30.01 10.495 0.565 0.850 1.10 172.6 762.3 266.6 14.35 21.59 28.0 225.0 211,000 6,850 30.6 5.52 5,540 514 6,360 813 9,350 313 124 30.17 10.515 0.585 0.930 1.10 184.5 766.3 267.1 14.86 23.62 28.0 239.8 228,000 7,540 30.8 5.61 5,950 565 6,840 892 10,300 380 132 30.31 10.545 0.615 1.000 1.10 196.4 769.9 267.8 15.62 25.40 28.0 255.1 245,000 8,170 31.0 5.66 6,360 610 7,320 964 11,300 456 148 30.67 10.480 0.650 1.180 1.10 220.2 779.0 266.2 16.51 29.97 28.0 285.0 283,000 9,470 31.5 5.76 7,270 712 8,350 1,120 13,200 662 118 32.86 11.480 0.550 0.740 1.18 175.6 834.6 291.6 13.97 18.80 30.0 228.7 253,000 7,800 33.3 5.84 6,060 535 6,990 849 12,900 274 130 33.09 11.510 0.580 0.855 1.18 193.5 840.5 292.4 14.73 21.72 30.0 252.2 287,000 9,090 33.7 6.00 6,830 622 7,840 983 15,200 362 141 33.30 11.535 0.605 0.960 1.18 209.8 845.8 293.0 15.37 24.38 30.0 273.1 318,000 10,300 34.1 6.14 7,520 703 8,610 1,100 17,200 462 152 33.49 11.565 0.635 1.055 1.18 226.2 850.6 293.8 16.13 26.80 30.0 293.8 347,000 11,400 34.4 6.23 8,160 776 9,350 1,220 19,200 578 169 33.82 11.500 0.670 1.220 1.18 251.5 859.0 292.1 17.02 30.99 30.0 324.4 394,000 12,900 34.9 6.31 9,170 883 10,500 1,390 22,100 805 135 35.55 11.950 0.600 0.790 1.18 200.9 903.0 303.5 15.24 20.07 30.0 261.1 333,000 9,400 35.7 6.00 7,380 619 8,540 986 18,200 349 150 35.85 11.975 0.625 0.940 1.18 223.2 910.6 304.2 15.88 23.88 30.0 290.0 385,000 11,300 36.4 6.24 8,460 743 9,730 1,170 22,000 480 160 36.01 12.000 0.650 1.020 1.18 238.1 914.7 304.8 16.51 25.91 30.0 308.1 414,000 12,300 36.7 6.32 9,050 807 10,400 1,270 24,100 577 170 36.17 12.030 0.680 1.100 1.18 253.0 918.7 305.6 17.27 27.94 30.0 327.5 445,000 13,300 36.9 6.37 9,690 870 11,100 1,380 26,400 694 182 36.33 12.075 0.725 1.180 1.18 270.8 922.8 306.7 18.42 29.97 30.0 350.5 479,000 14,500 37.0 6.43 10,400 946 12,000 1,500 28,700 844 194 36.49 12.115 0.765 1.260 1.18 288.7 926.8 307.7 19.43 32.00 30.0 372.3 512,000 15,600 37.1 6.47 11,000 1,010 12,800 1,610 31,100 1,010 210 36.69 12.180 0.830 1.360 1.18 312.5 931.9 309.4 21.08 34.54 30.0 403.3 557,000 17,100 37.2 6.51 12,000 1,110 13,800 1,760 34,300 1,270 232 37.12 12.120 0.870 1.570 1.18 345.3 942.8 307.8 22.10 39.88 30.0 444.0 633,000 19,500 37.8 6.63 13,400 1,270 15,500 2,010 39,500 1,760 소성 w W27 x 10 W30 x 10½ W33 x 11½ W36 x 12 H Other Reinforcing Bar Round Bar 198 199

01. H H 형강 s and al Properties 치수및단면성능 (3) HE HE100 HE120 HE140 HE160 HE180 HE200 HE220 HE240 HE260 al al Tolerance : DIN 1025 : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J A 16.7 96.0 100.0 5.0 8.0 12.0 21.24 349 134 4.05 2.51 72.8 26.8 83.0 41.1 2.58 5.24 B 20.4 100.0 100.0 6.0 10.0 12.0 26.04 450 167 4.15 2.53 89.9 33.5 104 51.4 3.38 9.25 M 41.8 120.0 106.0 12.0 20.0 12.0 53.24 1,140 399 4.63 2.74 190 75.3 236 116 9.93 68.2 A 19.9 114.0 120.0 5.0 8.0 12.0 25.34 606 231 4.89 3.02 106 38.5 120 58.9 6.47 5.99 B 26.7 120.0 120.0 6.5 11.0 12.0 34.01 864 318 5.04 3.06 144 52.9 165 81.0 9.41 13.8 M 52.1 140.0 126.0 12.5 21.0 12.0 66.41 2,020 703 5.52 3.25 289 112 351 172 24.8 91.7 A 24.7 133.0 140.0 5.5 8.5 12.0 31.42 1,030 389 5.73 3.52 155 55.6 174 84.8 15.1 8.13 B 33.7 140.0 140.0 7.0 12.0 12.0 42.96 1,510 550 5.93 3.58 216 78.5 245 120 22.5 20.1 M 63.2 160.0 146.0 13.0 22.0 12.0 80.56 3,290 1,140 6.39 3.76 411 156 494 241 54.3 120 A 30.4 152.0 160.0 6.0 9.0 15.0 38.77 1,670 616 6.56 3.98 220 77.0 245 118 31.4 12.2 B 42.6 160.0 160.0 8.0 13.0 15.0 54.25 2,490 889 6.77 4.05 311 111 354 170 47.9 31.2 M 76.2 180.0 166.0 14.0 23.0 15.0 97.05 5,100 1,760 7.25 4.26 567 212 675 326 108 162 A 35.5 171.0 180.0 6.0 9.5 15.0 45.25 2,510 925 7.45 4.52 294 103 325 157 60.2 14.8 B 51.2 180.0 180.0 8.5 14.0 15.0 65.25 3,830 1,360 7.66 4.57 426 151 481 231 93.8 42.2 M 88.9 200.0 186.0 14.5 24.0 15.0 113.3 7,480 2,580 8.13 4.77 748 277 883 425 199 203 A 42.3 190.0 200.0 6.5 10.0 18.0 53.83 3,690 1,340 8.28 4.99 388 134 430 204 108 21.0 B 61.3 200.0 200.0 9.0 15.0 18.0 78.08 5,700 2,000 8.54 5.06 570 200 643 306 171 59.3 M 103 220.0 206.0 15.0 25.0 18.0 131.3 10,600 3,650 8.99 5.27 964 354 1,140 543 346 259 A 50.5 210.0 220.0 7.0 11.0 18.0 64.34 5,410 1,950 9.17 5.51 515 177 569 271 193 28.5 B 71.5 220.0 220.0 9.5 16.0 18.0 91.04 8,090 2,840 9.43 5.59 736 258 827 394 295 76.6 M 117 240.0 226.0 15.5 26.0 18.0 149.4 14,600 5,010 9.89 5.79 1,220 443 1,420 679 573 315 AA 47.4 224.0 240.0 6.5 9.0 21.0 60.38 5,840 2,080 9.83 5.87 521 173 571 264 240 23.0 A 60.3 230.0 240.0 7.5 12.0 21.0 76.84 7,760 2,770 10.0 6.00 675 231 745 352 328 41.6 B 83.2 240.0 240.0 10.0 17.0 21.0 106.0 11,300 3,920 10.3 6.08 942 327 1,050 498 487 103 M 157 270.0 248.0 18.0 32.0 21.0 199.6 24,300 8,150 11.0 6.39 1,800 657 2,120 1,010 1,150 628 AA 54.1 244.0 260.0 6.5 9.5 24.0 68.97 7,980 2,790 10.8 6.36 654 215 715 328 383 30.3 A 68.2 250.0 260.0 7.5 12.5 24.0 86.82 10,500 3,670 11.0 6.50 840 282 920 430 516 52.4 B 92.9 260.0 260.0 10.0 17.5 24.0 118.4 14,900 5,130 11.2 6.58 1,150 395 1,280 602 754 124 M 172 290.0 268.0 18.0 32.5 24.0 219.6 31,300 10,400 11.9 6.88 2,160 776 2,520 1,190 1,730 719 소성 HE HE100 HE120 HE140 HE160 HE180 HE200 HE220 HE240 HE260 H Other Reinforcing Bar Round Bar 200 201

01. H H 형강 s and al Properties 치수및단면성능 (3) HE HE280 HE300 HE320 HE340 HE360 HE400 HE450 al al Tolerance : DIN 1025 : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J AA 61.3 264.0 280.0 7.0 10.0 24.0 78.02 10,600 3,660 11.7 6.85 803 261 873 399 590 36.2 A 76.4 270.0 280.0 8.0 13.0 24.0 97.26 13,700 4,760 11.9 7.00 1,010 340 1,110 518 785 62.1 B 103 280.0 280.0 10.5 18.0 24.0 131.4 19,300 6,590 12.1 7.08 1,380 471 1,530 718 1,130 144 M 189 310.0 288.0 18.5 33.0 24.0 240.2 39,500 13,200 12.8 7.41 2,550 917 2,970 1,400 2,520 807 AA 69.8 283.0 300.0 7.5 10.5 27.0 88.91 13,800 4,730 12.5 7.29 975 315 1,070 482 877 49.4 A 88.3 290.0 300.0 8.5 14.0 27.0 112.5 18,300 6,310 12.8 7.49 1,260 421 1,380 641 1,200 85.2 B 117 300.0 300.0 11.0 19.0 27.0 149.1 25,200 8,560 13.0 7.58 1,680 571 1,870 870 1,690 185 M 238 340.0 310.0 21.0 39.0 27.0 303.1 59,200 19,400 14.0 8.00 3,480 1,250 4,080 1,910 4,390 1,410 AA 74.3 301.0 300.0 8.0 11.0 27.0 94.58 16,400 4,960 13.2 7.24 1,090 331 1,200 506 1,040 55.9 A 97.7 310.0 300.0 9.0 15.5 27.0 124.4 22,900 6,990 13.6 7.50 1,480 466 1,630 710 1,510 108 B 127 320.0 300.0 11.5 20.5 27.0 161.3 30,800 9,240 13.8 7.57 1,930 616 2,150 939 2,070 225 M 245 359.0 309.0 21.0 40.0 27.0 312.0 68,100 19,700 14.8 7.95 3,790 1,280 4,440 1,950 5,000 1,500 AA 78.9 320.0 300.0 8.5 11.5 27.0 100.5 19,600 5,180 14.0 7.18 1,230 345 1,340 529 1,230 63.1 A 105 330.0 300.0 9.5 16.5 27.0 133.5 27,700 7,440 14.4 7.47 1,680 496 1,850 756 1,820 127 B 134 340.0 300.0 12.0 21.5 27.0 170.9 36,700 9,690 14.7 7.53 2,160 646 2,410 986 2,450 257 M 248 377.0 309.0 21.0 40.0 27.0 315.8 76,400 19,700 15.6 7.90 4,050 1,280 4,720 1,950 5,580 1,510 AA 83.7 339.0 300.0 9.0 12.0 27.0 106.6 23,000 5,410 14.7 7.12 1,360 361 1,500 553 1,440 71.0 A 112 350.0 300.0 10.0 17.5 27.0 142.8 33,100 7,890 15.2 7.43 1,890 526 2,090 802 2,180 149 B 142 360.0 300.0 12.5 22.5 27.0 180.6 43,200 10,100 15.5 7.48 2,400 673 2,680 1,030 2,880 292 M 250 395.0 308.0 21.0 40.0 27.0 318.8 84,900 19,500 16.3 7.82 4,300 1,270 4,990 1,940 6,140 1,510 AA 92.4 378.0 300.0 9.5 13.0 27.0 117.7 31,300 5,860 16.3 7.06 1,660 391 1,820 600 1,950 84.7 A 125 390.0 300.0 11.0 19.0 27.0 159.0 45,100 8,560 16.8 7.34 2,310 571 2,560 873 2,940 189 B 155 400.0 300.0 13.5 24.0 27.0 197.8 57,700 10,800 17.1 7.39 2,890 720 3,230 1,100 3,820 356 M 256 432.0 307.0 21.0 40.0 27.0 325.8 104,000 19,300 17.9 7.70 4,810 1,260 5,570 1,930 7,410 1,510 AA 99.8 425.0 300.0 10.0 13.5 27.0 127.1 41,900 6,090 18.2 6.92 1,970 406 2,180 624 2,570 95.6 A 140 440.0 300.0 11.5 21.0 27.0 178.0 63,700 9,470 18.9 7.29 2,900 631 3,220 966 4,150 244 B 171 450.0 300.0 14.0 26.0 27.0 218.0 79,900 11,700 19.1 7.33 3,550 780 3,980 1,200 5,260 440 M 263 478.0 307.0 21.0 40.0 27.0 335.4 131,000 19,300 19.8 7.59 5,480 1,260 6,330 1,940 9,250 1,530 소성 HE HE280 HE300 HE320 HE340 HE360 HE400 HE450 H Other Reinforcing Bar Round Bar 202 203

01. H H 형강 s and al Properties 치수및단면성능 (3) HE HE500 HE550 HE600 HE650 HE700 HE800 HE900 al al Tolerance : DIN 1025 : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J AA 107 472.0 300.0 10.5 14.0 27.0 136.9 54,600 6,310 20.0 6.79 2,310 421 2,580 649 3,300 108 A 155 490.0 300.0 12.0 23.0 27.0 197.5 87,000 10,400 21.0 7.26 3,550 693 3,950 1,060 5,640 309 B 187 500.0 300.0 14.5 28.0 27.0 238.6 107,000 12,600 21.2 7.27 4,280 840 4,810 1,290 7,020 538 M 270 524.0 306.0 21.0 40.0 27.0 344.3 162,000 19,200 21.7 7.47 6,180 1,250 7,090 1,930 11,200 1,540 AA 120 522.0 300.0 11.5 15.0 27.0 152.8 72,900 6,770 21.8 6.66 2,790 451 3,130 699 4,340 134 A 166 540.0 300.0 12.5 24.0 27.0 211.8 112,000 10,800 23.0 7.14 4,150 720 4,620 1,110 7,190 352 B 199 550.0 300.0 15.0 29.0 27.0 254.1 137,000 13,100 23.2 7.18 4,980 873 5,590 1,340 8,860 600 M 278 572.0 306.0 21.0 40.0 27.0 354.4 198,000 19,200 23.6 7.36 6,920 1,250 7,930 1,940 13,500 1,550 AA 129 571.0 300.0 12.0 15.5 27.0 164.1 91,900 6,990 23.7 6.53 3,220 466 3,620 725 5,380 150 A 178 590.0 300.0 13.0 25.0 27.0 226.5 141,000 11,300 25.0 7.06 4,780 753 5,350 1,160 8,980 398 B 212 600.0 300.0 15.5 30.0 27.0 270.0 171,000 13,500 25.2 7.07 5,700 900 6,430 1,390 11,000 667 M 286 620.0 305.0 21.0 40.0 27.0 363.7 237,000 19,000 25.5 7.23 7,650 1,250 8,770 1,930 15,900 1,560 AA 138 620.0 300.0 12.5 16.0 27.0 175.8 114,000 7,220 25.5 6.41 3,680 481 4,160 751 6,570 168 A 190 640.0 300.0 13.5 26.0 27.0 241.6 175,000 11,700 26.9 6.96 5,470 780 6,140 1,200 11,000 448 B 225 650.0 300.0 16.0 31.0 27.0 286.3 211,000 14,000 27.1 6.99 6,490 933 7,320 1,440 13,400 739 M 293 668.0 305.0 21.0 40.0 27.0 373.7 282,000 19,000 27.5 7.13 8,440 1,250 9,660 1,940 18,600 1,580 AA 150 670.0 300.0 13.0 17.0 27.0 190.9 143,000 7,670 27.4 6.34 4,270 511 4,840 800 8,160 195 A 204 690.0 300.0 14.5 27.0 27.0 260.5 215,000 12,200 28.7 6.84 6,230 813 7,030 1,260 13,400 514 B 241 700.0 300.0 17.0 32.0 27.0 306.4 257,000 14,400 29.0 6.86 7,340 960 8,330 1,500 16,100 831 M 301 716.0 304.0 21.0 40.0 27.0 383.0 329,000 18,800 29.3 7.01 9,190 1,240 10,500 1,930 21,400 1,590 AA 172 770.0 300.0 14.0 18.0 30.0 218.5 209,000 8,130 30.9 6.10 5,430 542 6,220 857 11,500 257 A 224 790.0 300.0 15.0 28.0 30.0 285.8 303,000 12,600 32.6 6.64 7,670 840 8,700 1,310 18,300 597 B 262 800.0 300.0 17.5 33.0 30.0 334.2 359,000 14,900 32.8 6.68 8,980 993 10,200 1,550 21,800 946 M 317 814.0 303.0 21.0 40.0 30.0 404.3 443,000 18,600 33.1 6.78 10,900 1,230 12,500 1,930 27,800 1,650 AA 198 870.0 300.0 15.0 20.0 30.0 252.2 301,000 9,040 34.5 5.99 6,920 603 8,000 958 16,300 335 A 252 890.0 300.0 16.0 30.0 30.0 320.5 422,000 13,500 36.3 6.49 9,480 900 10,800 1,410 25,000 737 B 291 900.0 300.0 18.5 35.0 30.0 371.3 494,000 15,800 36.5 6.52 11,000 1,050 12,600 1,660 29,500 1,140 M 333 910.0 302.0 21.0 40.0 30.0 423.6 570,000 18,500 36.7 6.61 12,500 1,230 14,400 1,930 34,700 1,670 소성 HE HE500 HE550 HE600 HE650 HE700 HE800 HE900 H Other Reinforcing Bar Round Bar 204 205

01. H H 형강 s and al Properties 치수및단면성능 (4) IPE IPE120 IPE140 IPE160 IPE180 IPE200 IPE220 IPE240 IPE270 IPE300 IPE330 IPE360 al al Tolerance : DIN 1025 : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J A 8.66 117.6 64.0 3.8 5.1 7.0 11.03 257 22.4 4.83 1.43 43.8 7.00 49.9 11.0 0.71 1.04-10.4 120.0 64.0 4.4 6.3 7.0 13.21 318 27.7 4.90 1.45 53.0 8.70 60.7 13.6 0.89 1.74 A 10.5 137.4 73.0 3.8 5.6 7.0 13.39 435 36.4 5.70 1.65 63.3 10.0 71.6 15.5 1.58 1.36-12.9 140.0 73.0 4.7 6.9 7.0 16.43 541 44.9 5.74 1.65 77.3 12.3 88.3 19.2 1.98 2.45 A 12.7 157.0 82.0 4.0 5.9 9.0 16.18 689 54.4 6.53 1.83 87.8 13.3 99.1 20.7 3.09 1.96-15.8 160.0 82.0 5.0 7.4 9.0 20.09 869 68.3 6.58 1.84 109 16.7 124 26.1 3.96 3.60 A 15.4 177.0 91.0 4.3 6.5 9.0 19.58 1,060 81.9 7.36 2.05 120 18.0 135 28.0 5.93 2.70-18.8 180.0 91.0 5.3 8.0 9.0 23.95 1,320 101 7.42 2.05 147 22.2 166 34.6 7.43 4.79 O 21.3 182.0 92.0 6.0 9.0 9.0 27.10 1,510 117 7.46 2.08 166 25.5 189 39.9 8.74 6.76 A 18.4 197.0 100.0 4.5 7.0 12.0 23.47 1,590 117 8.23 2.23 161 23.4 182 36.5 10.5 4.11-22.4 200.0 100.0 5.6 8.5 12.0 28.48 1,940 142 8.25 2.24 194 28.5 221 44.6 13.0 6.98 O 25.1 202.0 102.0 6.2 9.5 12.0 31.96 2,210 169 8.32 2.30 219 33.1 249 51.9 15.6 9.45 A 22.2 217.0 110.0 5.0 7.7 12.0 28.26 2,320 171 9.06 2.46 214 31.2 240 48.5 18.7 5.69-26.2 220.0 110.0 5.9 9.2 12.0 33.37 2,770 205 9.11 2.48 252 37.3 285 58.1 22.7 9.07 O 29.4 222.0 112.0 6.6 10.2 12.0 37.39 3,130 240 9.15 2.53 282 42.8 321 66.9 26.8 12.3 A 26.2 237.0 120.0 5.2 8.3 15.0 33.31 3,290 240 9.94 2.68 278 40.0 312 62.4 31.3 8.35-30.7 240.0 120.0 6.2 9.8 15.0 39.12 3,890 284 9.97 2.69 324 47.3 367 73.9 37.4 12.9 O 34.3 242.0 122.0 7.0 10.8 15.0 43.71 4,370 329 10.0 2.74 361 53.9 410 84.4 43.7 17.2 A 30.7 267.0 135.0 5.5 8.7 15.0 39.15 4,920 358 11.2 3.02 369 53.0 413 82.3 59.5 10.3-36.1 270.0 135.0 6.6 10.2 15.0 45.95 5,790 420 11.2 3.02 429 62.2 484 97.0 70.6 15.9 O 42.3 274.0 136.0 7.5 12.2 15.0 53.84 6,950 514 11.4 3.09 507 75.5 575 118 87.6 24.9 A 36.5 297.0 150.0 6.1 9.2 15.0 46.53 7,170 519 12.4 3.34 483 69.2 542 107 107 13.4-42.2 300.0 150.0 7.1 10.7 15.0 53.81 8,360 603.8 12.5 3.35 557 80.5 628 125 126 20.1 O 49.3 304.0 152.0 8.0 12.7 15.0 62.83 10,000 745.7 12.6 3.45 658 98.1 744 153 158 31.1 A 43.0 327.0 160.0 6.5 10.0 18.0 54.74 10,200 685.2 13.7 3.54 624 85.7 702 133 172 19.6-49.2 330.0 160.0 7.5 11.5 18.0 62.61 11,800 788.1 13.7 3.55 715 98.5 804 154 199 28.2 O 57.0 334.0 162.0 8.5 13.5 18.0 72.62 13,900 960.4 13.8 3.64 832 119 943 185 246 42.2 A 50.2 357.6 170.0 6.6 11.5 18.0 63.96 14,500 944 15.1 3.84 811 111 907 172 282 26.5-57.1 360.0 170.0 8.0 12.7 18.0 72.73 16,300 1,040 15.0 3.78 906 122 1,020 191 314 37.3 O 66.0 364.0 172.0 9.2 14.7 18.0 84.13 19,000 1,250 15.0 3.85 1,040 145 1,190 227 380 55.8 소성 IPE IPE120 IPE140 IPE160 IPE180 IPE200 IPE220 IPE240 IPE270 IPE300 IPE330 IPE360 H Other Reinforcing Bar Round Bar 206 207

01. H H 형강 s and al Properties 치수및단면성능 (4) IPE IPE400 IPE450 IPE500 IPE550 IPE600 al al Tolerance : DIN 1025 : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J A 57.4 397.0 180.0 7.0 12.0 21.0 73.10 20,300 1,170 16.7 4.00 1,020 130 1,140 202 432 34.8-66.3 400.0 180.0 8.6 13.5 21.0 84.46 23,100 1,320 16.5 3.95 1,160 147 1,310 229 490 51.1 O 75.7 404.0 182.0 9.7 15.5 21.0 96.39 26,700 1,560 16.6 4.02 1,320 171 1,500 269 588 73.1 A 67.2 447.0 190.0 7.6 13.1 21.0 85.55 29,800 1,500 18.7 4.19 1,330 158 1,490 246 705 45.7-77.6 450.0 190.0 9.4 14.6 21.0 98.82 33,700 1,680 18.5 4.12 1,500 177 1,700 276 791 66.9 O 92.4 456.0 192.0 11.0 17.6 21.0 117.7 40,900 2,090 18.6 4.21 1,790 218 2,050 341 998 109 A 79.4 497.0 200.0 8.4 14.5 21.0 101.1 42,900 1,940 20.6 4.38 1,730 194 1,950 302 1,130 62.8-90.7 500.0 200.0 10.2 16.0 21.0 115.5 48,200 2,140 20.4 4.30 1,930 214 2,190 336 1,250 89.3 O 107 506.0 202.0 12.0 19.0 21.0 136.7 57,800 2,620 20.6 4.38 2,280 259 2,610 409 1,550 143 A 92.1 547.0 210.0 9.0 15.7 24.0 117.3 60,000 2,430 22.6 4.55 2,190 231 2,470 362 1,710 86.5-106 550.0 210.0 11.1 17.2 24.0 134.4 67,100 2,670 22.3 4.46 2,440 254 2,790 401 1,880 123 O 123 556.0 212.0 12.7 20.2 24.0 156.1 79,200 3,220 22.5 4.54 2,850 304 3,260 481 2,300 188 A 108 597.0 220.0 9.8 17.5 24.0 137.0 82,900 3,120 24.6 4.77 2,780 284 3,140 442 2,610 119-122 600.0 220.0 12.0 19.0 24.0 156.0 92,100 3,390 24.3 4.66 3,070 308 3,510 486 2,850 165 O 154 610.0 224.0 15.0 24.0 24.0 196.8 118,000 4,520 24.5 4.79 3,870 404 4,470 640 3,860 318 소성 IPE IPE400 IPE450 IPE500 IPE550 IPE600 H Other Reinforcing Bar Round Bar 208 209

01. H H 형강 s and al Properties 치수및단면성능 (5) HD HD260 HD320 HD360 al al Tolerance : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 68.2 250.0 260.0 7.5 12.5 24.0 86.82 10,500 3,670 11.0 6.50 840 282 920 430 516 52.4 92.9 260.0 260.0 10.0 17.5 24.0 118.4 14,900 5,130 11.2 6.58 1,150 395 1,280 602 754 124 114 268.0 262.0 12.5 21.5 24.0 145.7 18,900 6,460 11.4 6.66 1,410 493 1,600 753 979 222 142 278.0 265.0 15.5 26.5 24.0 180.3 24,300 8,240 11.6 6.76 1,750 622 2,020 951 1,300 407 172 290.0 268.0 18.0 32.5 24.0 219.6 31,300 10,400 11.9 6.88 2,160 776 2,520 1,190 1,730 719 97.7 310.0 300.0 9.0 15.5 27.0 124.4 22,900 6,990 13.6 7.50 1,480 466 1,630 710 1,510 108 127 320.0 300.0 11.5 20.5 27.0 161.3 30,800 9,240 13.8 7.57 1,930 616 2,150 939 2,070 225 158 330.0 303.0 14.5 25.5 27.0 201.2 39,600 11,800 14.0 7.66 2,400 779 2,720 1,190 2,740 420 198 343.0 306.0 18.0 32.0 27.0 252.3 51,900 15,300 14.3 7.79 3,030 1,000 3,480 1,530 3,700 805 245 359.0 309.0 21.0 40.0 27.0 312.0 68,100 19,700 14.8 7.95 3,790 1,280 4,440 1,950 5,000 1,500 300 375.0 313.0 27.0 48.0 27.0 382.1 86,900 24,600 15.1 8.02 4,630 1,570 5,520 2,410 6,560 2,650 134 356.0 369.0 11.2 18.0 15.0 170.6 41,500 15,100 15.6 9.41 2,330 818 2,560 1,240 4,310 169 148 360.0 370.0 12.3 19.8 15.0 187.9 46,300 16,700 15.7 9.43 2,570 903 2,840 1,370 4,840 224 162 364.0 371.0 13.3 21.8 15.0 206.3 51,500 18,600 15.8 9.50 2,830 1,000 3,140 1,520 5,430 296 179 368.0 373.0 15.0 23.9 15.0 228.3 57,400 20,700 15.9 9.52 3,120 1,110 3,480 1,680 6,120 394 196 372.0 374.0 16.4 26.2 15.0 250.3 63,600 22,900 15.9 9.57 3,420 1,220 3,840 1,860 6,830 517 소성 HD HD260 HD320 HD360 H Other Reinforcing Bar Round Bar 210 211

01. H H 형강 s and al Properties 치수및단면성능 (6) HP al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J HP200 53.5 204 207 11.3 11.3 10.0 68.14 4,980 1,670 8.55 4.95 488 161 551 249 155 34.2 HP200 HP220 57.2 210 224.5 11 11 18.0 72.85 5,730 2,080 8.87 5.34 546 185 614 286 205 44.2 HP220 HP260 HP305 HP320 HP360 al Tolerance : EN 10034:1997 : EN 10163-3 2004 CLASS C Subclass1 75.0 249 265 12 12 24.0 95.54 10,600 3,730 10.5 6.25 851 282 959 435 523 79.3 87.3 253 267 14 14 24.0 111.2 12,600 4,460 10.6 6.33 996 334 1,120 516 634 116 78.4 299.3 306.4 11 11 15.2 99.89 16,300 5,280 12.8 7.27 1,090 345 1,210 527 1,100 50.6 88.0 301.7 307.8 12.4 12.3 15.2 112.1 18,400 5,980 12.8 7.30 1,220 389 1,360 595 1,250 70.1 95.0 303.7 308.7 13.3 13.3 15.2 121.0 20,000 6,530 12.9 7.35 1,320 423 1,470 648 1,370 86.7 110 307.9 310.7 15.3 15.4 15.2 140.1 23,600 7,710 13.0 7.42 1,530 496 1,720 762 1,650 131 126 312.3 312.9 17.5 17.6 15.2 160.6 27,400 9,000 13.1 7.49 1,750 575 1,990 885 1,950 194 149 318.5 316 20.6 20.7 15.2 189.9 33,100 10,900 13.2 7.58 2,080 690 2,370 1,070 2,410 314 180 326.7 319.7 24.8 24.8 15.2 229.3 41,000 13,500 13.4 7.67 2,510 845 2,900 1,310 3,080 542 186 328.3 320.9 25.5 25.6 15.2 236.9 42,600 14,100 13.4 7.71 2,600 879 3,000 1,370 3,230 594 223 337.9 325.7 30.3 30.4 15.2 284.0 52,700 17,600 13.6 7.87 3,120 1,080 3,650 1,680 4,140 998 88.5 303 304 12 12 27.0 112.7 18,700 5,630 12.9 7.07 1,230 370 1,380 572 1,190 99.0 103 307 306 14 14 27.0 131.0 22,100 6,700 13.0 7.15 1,440 438 1,610 677 1,430 142 117 311 308 16 16 27.0 149.5 25,500 7,810 13.1 7.23 1,640 507 1,850 786 1,700 198 147 319 312 20 20 27.0 186.9 32,700 10,200 13.2 7.39 2,050 654 2,340 1,010 2,260 357 184 329 317 25 25 27.0 234.5 42,300 13,300 13.4 7.53 2,570 839 2,980 1,310 3,070 662 84.3 340 367 10 10 15.2 107.4 23,200 8,240 14.7 8.76 1,360 449 1,500 683 2,240 44.4 109 346.4 371 12.8 12.9 15.2 138.7 30,600 11,000 14.9 8.91 1,770 593 1,960 903 3,050 90.7 133 352 373.8 15.6 15.7 15.2 169.4 38,000 13,700 15.0 8.99 2,160 733 2,410 1,120 3,860 161 152 356.4 376 17.8 17.9 15.2 193.7 44,000 15,900 15.1 9.06 2,470 846 2,770 1,290 4,540 236 174 361.4 378.5 20.3 20.4 15.2 221.5 51,000 18,500 15.2 9.14 2,820 978 3,190 1,500 5,360 348 180 362.9 378.8 21.1 21.1 15.2 229.5 53,000 19,100 15.2 9.12 2,920 1,010 3,310 1,550 5,580 387 소성 Hp HP260 HP305 HP320 HP360 H Other Reinforcing Bar Round Bar 212 213

01. H H 형강 s and al Properties 치수및단면성능 (7) British Standard (BS) - Universal Beam 214 al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 203 x 102 23 23.1 203.2 101.8 5.4 9.3 7.6 29.40 2,100 164 8.45 2.36 207 32.2 234 49.8 15.4 7.02 203 x 102 203 x 133 254 x 102 254 x 146 305 x 102 305 x 165 356 x 127 356 x 171 406 x 140 406 x 178 457 x 152 al Tolerance : BS 4:2005 : EN 10034:1993 : EN 10163-3 2004 CLASS C Subclass1 25 25.1 203.2 133.2 5.7 7.8 7.6 31.97 2,340 308 8.56 3.10 230 46.2 258 70.9 29.3 6.10 30 30.0 206.8 133.9 6.4 9.6 7.6 38.21 2,900 385 8.71 3.17 281 57.5 314 88.2 37.3 10.4 22 22.0 254.0 101.6 5.7 6.8 7.6 28.02 2,840 119 10.1 2.06 224 23.5 259 37.3 18.2 4.35 25 25.2 257.2 101.9 6.0 8.4 7.6 32.04 3,410 149 10.3 2.15 265 29.2 306 46.0 22.9 6.56 28 28.3 260.4 102.2 6.3 10.0 7.6 36.08 4,000 179 10.5 2.22 307 34.9 353 54.8 27.9 9.66 31 31.2 251.4 146.1 6.0 8.6 7.6 39.68 4,410 448 10.5 3.36 351 61.3 393 94.1 65.9 8.68 37 37.0 256.0 146.4 6.3 10.9 7.6 47.17 5,540 571 10.8 3.48 433 78.0 483 119 85.6 15.4 43 43.0 259.6 147.3 7.2 12.7 7.6 54.77 6,540 677 10.9 3.52 504 92.0 566 141 103 24.0 25 24.8 305.1 101.6 5.8 7.0 7.6 31.60 4,460 123 11.9 1.97 292 24.2 342 38.8 27.2 4.98 28 28.2 308.7 101.8 6.0 8.8 7.6 35.88 5,370 155 12.2 2.08 348 30.5 403 48.5 34.8 7.51 33 32.8 312.7 102.4 6.6 10.8 7.6 41.83 6,500 194 12.5 2.15 416 37.9 481 60.0 44.0 12.3 40 40.3 303.4 165.0 6.0 10.2 8.9 51.32 8,500 764 12.9 3.86 560 92.7 623 142 164 14.7 46 46.1 306.6 165.7 6.7 11.8 8.9 58.75 9,900 896 13.0 3.90 646 108 720 166 194 22.2 54 54.0 310.4 166.9 7.9 13.7 8.9 68.77 11,700 1,060 13.0 3.93 754 127 846 196 234 34.9 33 33.1 349.0 125.4 6.0 8.5 10.2 42.13 8,250 280 14.0 2.58 473 44.7 543 70.3 81.0 8.97 39 39.1 353.4 126.0 6.6 10.7 10.2 49.77 10,200 358 14.3 2.68 577 56.8 659 89.1 105 15.2 45 45.0 351.4 171.1 7.0 9.7 10.2 57.33 12,100 811 14.5 3.76 689 94.8 775 147 236 16.2 51 51.0 355.0 171.5 7.4 11.5 10.2 64.91 14,100 968 14.7 3.86 794 113 896 174 285 24.0 57 57.0 358.0 172.2 8.1 13.0 10.2 72.56 16,000 1,110 14.8 3.91 894 129 1,010 199 329 33.6 67 67.1 363.4 173.2 9.1 15.7 10.2 85.49 19,500 1,360 15.1 3.99 1,070 157 1,210 243 411 55.9 39 39.0 398.0 141.8 6.4 8.6 10.2 49.65 12,500 410 15.9 2.87 628 57.8 724 90.8 155 11.0 46 46.0 403.2 142.2 6.8 11.2 10.2 58.64 15,700 538 16.4 3.03 779 75.7 888 118 206 19.1 54 54.1 402.6 177.7 7.7 10.9 10.2 68.95 18,700 1,020 16.5 3.85 929 115 1,050 178 391 23.5 60 60.1 406.4 177.9 7.9 12.8 10.2 76.52 21,600 1,200 16.8 3.96 1,060 135 1,200 209 465 33.5 67 67.2 409.4 178.8 8.8 14.3 10.2 85.54 24,300 1,360 16.9 3.99 1,190 152 1,350 237 532 46.4 74 74.2 412.8 179.5 9.5 16.0 10.2 94.51 27,300 1,550 17.0 4.05 1,320 173 1,500 267 607 63.1 52 52.3 449.8 152.4 7.6 10.9 10.2 66.64 21,400 645 17.9 3.11 952 84.6 1,100 133 310 21.7 60 59.8 454.6 152.9 8.1 13.3 10.2 76.23 25,500 795 18.3 3.23 1,120 104 1,290 163 386 34.0 67 67.2 458.0 153.8 9.0 15.0 10.2 85.55 28,900 913 18.4 3.27 1,260 119 1,450 187 446 48.0 74 74.2 462.0 154.4 9.6 17.0 10.2 94.48 32,700 1,050 18.6 3.33 1,420 136 1,630 213 516 66.2 82 82.0 465.8 155.3 10.5 18.9 10.2 104.5 36,600 1,180 18.7 3.36 1,570 152 1,810 240 589 89.7 소성 UB 203 x 133 254 x 102 254 x 146 305 x 102 305 x 165 356 x 127 356 x 171 406 x 140 406 x 178 457 x 152 H Other Reinforcing Bar Round Bar 215

01. H H 형강 s and al Properties 치수및단면성능 (7) British Standard (BS) - Universal Beam 457 x 191 533 x 210 610 x 229 610 x 305 686 x 254 762 x 267 838 x 292 914 x 305 al al Tolerance : BS 4:2005 : EN 10034:1993 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 67 67.1 453.4 189.9 8.5 12.7 10.2 85.51 29,400 1,450 18.5 4.12 1,300 153 1,470 237 704 37.5 74 74.3 457.0 190.4 9.0 14.5 10.2 94.63 33,300 1,670 18.8 4.20 1,460 175 1,650 272 817 52.1 82 82.0 460.0 191.3 9.9 16.0 10.2 104.5 37,100 1,870 18.8 4.23 1,610 196 1,830 304 920 69.7 89 89.3 463.4 191.9 10.5 17.7 10.2 113.8 41,000 2,090 19.0 4.29 1,770 218 2,010 338 1,040 91.3 98 98.4 467.2 192.8 11.4 19.6 10.2 125.3 45,700 2,350 19.1 4.33 1,960 244 2,230 379 1,170 122 82 82.2 528.3 208.8 9.6 13.2 12.7 104.7 47,500 2,010 21.3 4.38 1,800 193 2,060 300 1,330 52.5 92 92.2 533.1 209.3 10.1 15.6 12.7 117.4 55,200 2,390 21.7 4.51 2,070 228 2,360 356 1,600 76.3 101 101 536.7 210.0 10.8 17.4 12.7 128.7 61,500 2,690 21.9 4.57 2,290 256 2,610 399 1,810 102 109 109 539.5 210.8 11.6 18.8 12.7 138.9 66,800 2,940 21.9 4.60 2,480 279 2,830 436 1,990 127 122 122 544.5 211.9 12.7 21.3 12.7 155.4 76,000 3,390 22.1 4.67 2,790 320 3,200 500 2,310 180 101 101 602.6 227.6 10.5 14.8 12.7 128.9 75,800 2,910 24.2 4.75 2,520 256 2,880 400 2,510 78.2 113 113 607.6 228.2 11.1 17.3 12.7 143.9 87,300 3,430 24.6 4.88 2,870 301 3,280 469 2,980 112 125 125 612.2 229.0 11.9 19.6 12.7 159.3 98,600 3,930 24.9 4.97 3,220 343 3,680 535 3,440 155 140 140 617.2 230.2 13.1 22.1 12.7 178.2 112,000 4,510 25.1 5.03 3,630 392 4,140 611 3,980 218 149 149 612.4 304.8 11.8 19.7 16.5 190.0 126,000 9,310 25.8 7.00 4,110 611 4,590 937 8,170 200 179 179 620.2 307.1 14.1 23.6 16.5 228.1 153,000 11,400 25.9 7.07 4,930 742 5,550 1,140 10,100 342 238 238 635.8 311.4 18.4 31.4 16.5 303.3 209,000 15,800 26.3 7.22 6,570 1,010 7,490 1,570 14,400 791 125 125 677.9 253.0 11.7 16.2 15.2 159.5 118,000 4,380 27.2 5.24 3,480 346 3,990 542 4,790 118 140 140 683.5 253.7 12.4 19.0 15.2 178.4 136,000 5,180 27.6 5.39 3,980 408 4,560 638 5,710 170 152 152 687.5 254.5 13.2 21.0 15.2 194.1 150,000 5,780 27.8 5.46 4,360 454 5,000 710 6,410 221 170 170 692.9 255.8 14.5 23.7 15.2 216.8 170,000 6,630 28.0 5.53 4,910 518 5,630 811 7,400 310 134 134 750.0 264.4 12.0 15.5 16.5 170.6 151,000 4,790 29.8 5.30 4,030 362 4,640 570 6,440 122 147 147 754.0 265.2 12.8 17.5 16.5 187.2 169,000 5,460 30.0 5.40 4,480 412 5,160 647 7,380 162 173 173 762.2 266.7 14.3 21.6 16.5 220.4 205,000 6,850 30.5 5.57 5,380 514 6,200 808 9,360 270 197 197 769.8 268.0 15.6 25.4 16.5 250.6 240,000 8,170 30.9 5.71 6,240 610 7,170 959 11,300 407 176 176 834.9 291.7 14.0 18.8 17.8 224.0 246,000 7,800 33.1 5.90 5,890 535 6,810 842 12,900 226 194 194 840.7 292.4 14.7 21.7 17.8 246.8 279,000 9,070 33.6 6.06 6,640 620 7,640 974 15,200 310 226 226 850.9 293.8 16.1 26.8 17.8 288.6 340,000 11,400 34.3 6.28 7,990 776 9,150 1,210 19,200 517 201 201 903.0 303.3 15.1 20.2 19.1 255.9 325,000 9,420 35.6 6.07 7,200 621 8,350 982 18,300 298 224 224 910.4 304.1 15.9 23.9 19.1 285.6 376,000 11,200 36.3 6.26 8,260 737 9,530 1,160 22,000 427 253 253 918.4 305.5 17.3 27.9 19.1 322.8 436,000 13,300 36.8 6.42 9,490 871 10,900 1,370 26,300 631 289 289 926.6 307.7 19.5 32.0 19.1 368.3 504,000 15,600 37.0 6.51 10,900 1,010 12,600 1,600 31,100 934 소성 UB 457 x 191 533 x 210 610 x 229 610 x 305 686 x 254 762 x 267 838 x 292 914 x 305 H Other Reinforcing Bar Round Bar 216 217

01. H H 형강 s and al Properties 치수및단면성능 (8) British Standard (BS) - Universal Column 152 x 152 203 x 203 254 x 254 305 x 305 356 x 368 356 x 406 al al Tolerance : BS 4:2005 : EN 10034:1993 : EN 10163-3 2004 CLASS C Subclass1 W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 23 23.0 152.4 152.2 5.8 6.8 7.6 29.25 1,250 400 6.54 3.70 164 52.5 182 80.2 21.2 4.86 30 30.0 157.6 152.9 6.5 9.4 7.6 38.26 1,750 561 6.76 3.83 222 73.3 248 112 30.8 10.7 37 37.0 161.8 154.4 8.0 11.5 7.6 47.11 2,210 706 6.85 3.87 273 91.5 309 140 39.8 19.5 46 46.1 203.2 203.6 7.2 11.0 10.2 58.73 4,570 1,550 8.82 5.14 450 152 497 231 143 22.3 52 52.0 206.2 204.3 7.9 12.5 10.2 66.28 5,260 1,780 8.91 5.18 510 174 567 264 167 32.0 60 60.0 209.6 205.8 9.4 14.2 10.2 76.37 6,120 2,060 8.95 5.19 584 200 656 305 197 47.8 71 71.0 215.8 206.4 10.0 17.3 10.2 90.43 7,620 2,540 9.18 5.30 706 246 799 374 250 80.6 86 86.0 222.2 209.1 12.7 20.5 10.2 109.6 9,450 3,130 9.29 5.34 851 299 977 456 318 138 73 73.1 254.1 254.6 8.6 14.2 12.7 93.10 11,400 3,910 11.1 6.48 897 307 992 465 562 57.7 89 88.9 260.3 256.3 10.3 17.3 12.7 113.3 14,300 4,860 11.2 6.55 1,100 379 1,220 575 717 103 107 107 266.7 258.8 12.8 20.5 12.7 136.4 17,500 5,930 11.3 6.59 1,310 458 1,480 697 897 174 132 132 276.3 261.3 15.3 25.3 12.7 168.1 22,500 7,530 11.6 6.69 1,630 576 1,870 878 1,180 321 167 167 289.1 265.2 19.2 31.7 12.7 212.9 30,000 9,870 11.9 6.81 2,080 744 2,420 1,140 1,630 634 97 96.9 307.9 305.3 9.9 15.4 15.2 123.4 22,200 7,310 13.4 7.70 1,440 479 1,590 726 1,560 91.8 118 118 314.5 307.4 12.0 18.7 15.2 150.2 27,700 9,060 13.6 7.77 1,760 590 1,960 895 1,980 162 137 137 320.5 309.2 13.8 21.7 15.2 174.4 32,800 10,700 13.7 7.83 2,050 692 2,300 1,050 2,390 251 158 158 327.1 311.2 15.8 25.0 15.2 201.4 38,700 12,600 13.9 7.91 2,370 810 2,680 1,230 2,870 382 198 198 339.9 314.5 19.1 31.4 15.2 252.4 50,900 16,300 14.2 8.04 2,990 1,040 3,440 1,580 3,870 741 240 240 352.5 318.4 23.0 37.7 15.2 305.8 64,200 20,300 14.5 8.15 3,640 1,280 4,250 1,950 5,020 1,290 283 283 365.3 322.2 26.8 44.1 15.2 360.4 78,900 24,600 14.8 8.26 4,320 1,530 5,110 2,340 6,340 2,060 129 129 355.6 368.6 10.4 17.5 15.2 164.3 40,200 14,600 15.6 9.43 2,260 792 2,480 1,200 4,170 153 153 153 362.0 370.5 12.3 20.7 15.2 194.8 48,600 17,600 15.8 9.51 2,690 950 2,960 1,430 5,110 251 177 177 368.2 372.6 14.4 23.8 15.2 225.5 57,100 20,500 15.9 9.53 3,100 1,100 3,460 1,670 6,080 383 202 202 374.6 374.7 16.5 27.0 15.2 257.2 66,300 23,700 16.1 9.60 3,540 1,270 3,970 1,920 7,150 561 235 235 381.0 394.8 18.4 30.2 15.2 299.4 79,100 31,000 16.3 10.2 4,150 1,570 4,690 2,380 9,530 818 287 287 393.6 399.0 22.6 36.5 15.2 365.7 99,900 38,700 16.5 10.3 5,080 1,940 5,810 2,950 12,320 1,460 334 340 406.4 403.0 26.6 42.9 15.2 433.0 122,500 46,900 16.8 10.4 6,030 2,330 7,000 3,540 15,460 2,370 393 393 419.0 407.0 30.6 49.2 15.2 500.6 146,600 55,400 17.1 10.5 7,000 2,720 8,220 4,150 18,900 3,590 467 467 436.6 412.2 35.8 58.0 15.2 594.9 183,000 67,800 17.5 10.7 8,380 3,290 10,000 5,030 24,300 5,900 551 551 455.6 418.5 42.1 67.5 15.2 701.9 227,000 82,700 18.0 10.9 9,960 3,950 12,100 6,060 31,100 9,400 634 634 474.6 424.0 47.6 77.0 15.2 807.5 275,000 98,100 18.5 11.0 11,600 4,630 14,200 7,110 38,700 14,000 소성 UC 152 x 152 203 x 203 254 x 254 305 x 305 356 x 368 356 x 406 H Other Reinforcing Bar Round Bar 218 219

01. H H 형강 s and al Properties 치수및단면성능 (9) British Standard (BS) - Universal Bearing Pile al al Tolerance : BS 4:2005 : EN 10034:1993 : EN 10163-3 2004 CLASS C Subclass1 소성 ubp W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 203 x 203 54 54.0 204.0 207.7 11.3 11.4 10.2 68.72 5,030 1,710 8.56 4.99 493 165 557 252 158 35.0 203 x 203 63 63.0 247.1 256.6 10.6 10.7 12.7 80.22 8,860 3,020 10.5 6.14 717 235 799 360 421 37.2 254 x 254 71 71.0 249.7 258.0 12.0 12.0 12.7 90.39 10,100 3,440 10.6 6.17 809 267 904 409 485 52.3 254 x 254 85 85.1 254.3 260.4 14.4 14.3 12.7 108.4 12,300 4,220 10.7 6.24 967 324 1,090 498 606 87.8 79 79.1 299.2 306.0 11.1 11.1 15.2 100.7 16,400 5,310 12.8 7.26 1,100 347 1,220 530 1,100 51.9 88 87.6 301.7 307.2 12.3 12.3 15.2 111.6 18,400 5,950 12.8 7.30 1,220 387 1,360 593 1,240 69.3 95 95.5 303.8 308.3 13.4 13.4 15.2 121.7 20,200 6,550 12.9 7.34 1,330 425 1,480 651 1,380 88.5 305 x 305 110 110 307.9 310.3 15.4 15.4 15.2 140.2 23,600 7,680 13.0 7.40 1,530 495 1,720 760 1,640 132 126 127 312.4 312.5 17.7 17.7 15.2 161.6 27,500 9,020 13.0 7.47 1,760 577 2,000 888 1,950 199 305 x 305 149 149 318.5 315.6 20.7 20.7 15.2 190.0 33,000 10,900 13.2 7.57 2,070 691 2,370 1,060 2,400 316 186 186 328.3 320.9 25.5 25.6 15.2 236.9 42,600 14,100 13.4 7.71 2,600 879 3,000 1,370 3,230 594 223 223 337.9 325.7 30.3 30.4 15.2 284.0 52,700 17,600 13.6 7.87 3,120 1,080 3,650 1,680 4,140 998 109 109 346.4 371.0 12.8 12.9 15.2 138.7 30,600 11,000 14.9 8.91 1,770 593 1,960 903 3,050 90.7 356 x 368 133 133 352.0 373.8 15.6 15.7 15.2 169.4 38,000 13,700 15.0 8.99 2,160 733 2,410 1,120 3,860 161 152 152 356.4 376.0 17.8 17.9 15.2 193.7 44,000 15,900 15.1 9.06 2,470 846 2,770 1,290 4,540 236 356 x 368 174 174 361.4 378.5 20.3 20.4 15.2 221.5 51,000 18,500 15.2 9.14 2,820 978 3,190 1,500 5,360 348 H Other Reinforcing Bar Round Bar 220 221

01. H H 형강 s and al Properties 치수및단면성능 (10) Australian/New Zealand Universal Beam & Columns (AS/NZS) - UB 150UB 200UB 250UB 310UB 360UB 410UB 460UB 530UB 610UB 690UB 760UB al al Tolerance : AS/NZS 3679.1:2010 : AS/NZS 3679.1:2010 : AS/NZS 3679.1:2010 AS/NZS W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 14 14.0 150 75 5 7 8.0 17.85 666 50 6.11 1.67 88.8 13.2 102 20.8 2.52 2.90 18 18.0 155.0 75.0 6.0 9.5 8.0 22.96 905 67 6.28 1.71 117 17.9 135 28.2 3.54 6.12 18 18.2 198.0 99.0 4.5 7.0 11.0 23.18 1,580 114 8.26 2.21 160 22.9 180 35.7 10.3 3.85 23 22.5 201.6 133.0 5.0 7.0 8.9 28.68 2,100 275 8.56 3.10 208 41.3 231 63.4 26.0 4.59 25 25.4 203.2 133.0 5.8 7.8 8.9 32.31 2,360 306 8.55 3.08 232 46.1 260 70.9 29.2 6.46 30 30.0 207.0 134.0 6.3 9.6 8.9 38.24 2,910 386 8.72 3.18 281 57.6 316 88.4 37.5 10.7 26 25.7 248.0 124.0 5.0 8.0 12.0 32.68 3,540 255 10.4 2.79 286 41.1 319 63.6 36.6 6.69 31 31.5 251.5 146.0 6.1 8.6 8.9 40.08 4,450 447 10.5 3.34 354 61.2 397 94.2 65.8 9.09 37 37.3 256.2 146.0 6.4 10.9 8.9 47.51 5,570 566 10.8 3.45 435 77.5 486 119 85.1 15.8 32 32.0 298.0 149 5.5 8 13.0 40.80 6,320 442 12.4 3.29 424 59.3 475 91.8 92.7 8.79 41 40.9 304.0 165 6.1 10.2 11.4 52.08 8,640 765 12.9 3.83 568 92.7 633 142 165 15.7 47 46.5 307.2 166 6.7 11.8 11.4 59.29 10,000 901 13.0 3.90 651 109 729 166 196 23.2 45 44.9 352.0 171.0 6.9 9.7 11.4 57.24 12,100 810 14.5 3.76 688 94.7 777 146 237 16.4 51 50.8 355.6 171.0 7.3 11.5 11.4 64.73 14,200 960 14.8 3.85 799 112 897 173 284 24.3 57 56.9 358.6 172.0 8.0 13.0 11.4 72.44 16,100 1,100 14.9 3.90 898 128 1,010 198 329 33.9 54 54.1 402.6 178.0 7.6 10.9 11.4 68.86 18,800 1,030 16.5 3.87 934 116 1,060 179 393 23.8 60 60.0 406.4 178.0 7.8 12.8 11.4 76.39 21,600 1,210 16.8 3.98 1,060 136 1,200 209 466 33.8 67 67.4 453.8 190.0 8.5 12.7 11.4 85.79 29,600 1,450 18.6 4.11 1,300 153 1,480 238 706 38.3 75 74.7 457.4 190.0 9.1 14.5 11.4 95.20 33,500 1,660 18.8 4.18 1,460 175 1,660 271 813 53.3 82 82.1 460.4 191.0 9.9 16.0 11.4 104.6 37,200 1,860 18.9 4.22 1,620 195 1,840 303 917 70.6 82 82.4 528.2 209.0 9.6 13.2 14.0 105.0 47,700 2,010 21.3 4.38 1,810 192 2,070 301 1,330 53.8 93 92.7 533.0 209.0 10.2 15.6 14.0 118.1 55,400 2,380 21.7 4.49 2,080 228 2,370 355 1,590 78.3 102 102 602 228 10.6 14.8 14.0 129.8 76,100 2,930 24.2 4.75 2,530 257 2,900 402 2,520 80.5 114 114 607 228 11.2 17.3 14.0 144.7 87,500 3,430 24.6 4.87 2,880 301 3,290 469 2,970 115 125 125 611.6 229 11.9 19.6 14.0 159.6 98,600 3,930 24.9 4.96 3,220 343 3,680 536 3,440 157 125 125 677.9 253 11.7 16.2 15.2 159.5 118,000 4,380 27.2 5.24 3,480 346 3,990 542 4,790 118 140 140 683.5 253.7 12.4 19 15.2 178.4 136,000 5,180 27.6 5.39 3,980 408 4,560 638 5,710 170 147 147 754 265.2 12.8 17.5 16.5 187.2 169,000 5,460 30.0 5.40 4,480 412 5,160 647 7,380 162 173 173 762.2 266.7 14.3 21.6 16.5 220.4 205,000 6,850 30.5 5.57 5,380 514 6,200 808 9,360 270 197 197 769.8 268 15.6 25.4 16.5 250.6 240,000 8,170 30.9 5.71 6,240 610 7,170 959 11,300 407 220 220 775.5 269.8 17.4 28.3 16.5 280.1 270,000 9,300 31.0 5.76 6,960 689 8,040 1,090 12,900 563 244 244 781.3 271.6 19.3 31.3 16.5 311.1 302,000 10,500 31.2 5.81 7,730 773 8,950 1,220 14,700 763 소성 150UB 200UB 250UB 310UB 360UB 410UB 460UB 530UB 610UB 690UB 760UB H Other Reinforcing Bar Round Bar 222 223

01. H H 형강 s and al Properties 치수및단면성능 (10) Australian/New Zealand Universal Beam & Columns (AS/NZS) - UC al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 100UC 15 14.8 97.0 99.0 5.0 7.0 10.0 18.87 318 114 4.11 2.45 65.6 22.9 74.4 35.2 2.29 3.61 100UC 150UC 200UC 250UC 310UC al Tolerance : AS/NZS 3679.1:2010 : AS/NZS 3679.1:2010 : AS/NZS 3679.1:2010 AS/NZS 23 23.4 152.4 152 6.1 6.8 8.9 29.82 1,260 399 6.50 3.66 165 52.4 185 80.2 21.1 5.40 30 30.3 157.6 153 6.6 9.4 8.9 38.60 1,760 562 6.75 3.81 223 73.4 250 112 30.8 11.1 37 37.2 161.8 154 8.1 11.5 8.9 47.34 2,220 701 6.85 3.85 274 91.0 310 139 39.5 20.1 46 46.0 203.2 203.0 7.3 11.0 8.9 58.57 4,540 1,530 8.80 5.11 447 151 495 229 142 22.0 52 52.0 206.4 204.0 8.0 12.5 8.9 66.19 5,250 1,770 8.91 5.17 509 174 566 263 166 31.5 59 59.5 209.8 205.0 9.3 14.2 8.9 75.77 6,090 2,040 8.97 5.19 581 199 652 303 195 46.6 73 73.2 253.8 254.0 8.6 14.2 14 93.20 11,400 3,880 11.1 6.45 898 306 992 464 557 58.6 89 89.4 260.0 256.0 10.5 17.3 14 113.9 14,300 4,840 11.2 6.52 1,100 378 1,230 575 712 105 97 97.1 308.0 305.0 9.9 15.4 16.5 123.7 22,300 7,290 13.4 7.68 1,450 478 1,600 725 1,560 93.3 118 118 314.6 307.0 11.9 18.7 16.5 150.1 27,700 9,020 13.6 7.75 1,760 588 1,960 893 1,970 164 137 137 320.6 309.0 13.8 21.7 16.5 174.7 32,900 10,700 13.7 7.83 2,050 693 2,300 1,050 2,380 254 158 158 327.2 311.0 15.7 25.0 16.5 201.4 38,800 12,500 13.9 7.88 2,370 804 2,680 1,230 2,860 384 소성 150UC 200UC 250UC 310UC H Other Reinforcing Bar Round Bar 224 225

02. Steel H pile H 형강말뚝 s and al Properties 치수및단면성능 (1) Metric Series Division (depth x width) al W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 소성 Division (depth x width) 200 x 200 56.2 200 204 12 12 13 71.53 4,980 1,700 8.35 4.88 498 167 566 257 150 43.6 200 x 200 250 x 250 300 x 300 350 x 350 400 x 400 al Tolerance : KS F 4603:2007 : KS F 4603:2007 : KS F 4603:2007 64.4 244 252 11 11 16 82.06 8,790 2,940 10.3 5.98 720 233 805 358 398 44.6 82.2 250 255 14 14 16 104.7 11,500 3,880 10.5 6.09 919 304 1,040 468 539 87.3 84.5 294 302 12 12 18 107.7 16,900 5,520 12.5 7.16 1,150 365 1,280 560 1,100 69.1 94.0 300 300 10 15 18 119.8 20,400 6,750 13.1 7.51 1,360 450 1,500 684 1,370 89.0 106 300 305 15 15 18 134.8 21,500 7,100 12.6 7.26 1,440 466 1,610 716 1,440 128 106 338 351 13 13 20 135.3 28,200 9,380 14.4 8.33 1,670 535 1,850 818 2,470 101 131 344 354 16 16 20 166.6 35,300 11,800 14.6 8.43 2,050 669 2,300 1,030 3,180 180 137 350 350 12 19 20 173.9 40,300 13,600 15.2 8.84 2,300 776 2,550 1,180 3,720 200 156 350 357 19 19 20 191.4 42,800 14,400 14.7 8.53 2,450 809 2,760 1,240 3,950 294 140 388 402 15 15 22 178.5 49,000 16,300 16.6 9.54 2,520 809 2,800 1,240 5,650 174 168 394 405 18 18 22 214.4 59,700 20,000 16.7 9.65 3,030 985 3,390 1,510 7,040 290 172 400 400 13 21 22 218.7 66,600 22,400 17.5 10.1 3,330 1,120 3,670 1,700 8,040 304 197 400 408 21 21 22 250.7 70,900 23,800 16.8 9.75 3,540 1,170 3,990 1,790 8,540 450 232 414 405 18 28 22 295.4 92,800 31,000 17.7 10.2 4,480 1,530 5,030 2,330 11,500 721 283 428 407 20 35 22 360.7 119,000 39,400 18.2 10.4 5,570 1,930 6,310 2,940 15,200 1,320 HP 250 x 250 300 x 300 350 x 350 400 x 400 H Other Reinforcing Bar Round Bar 226 227

02. Steel H pile H 형강말뚝 s and al Properties 치수및단면성능 (2) ASTM Division (depth x width) (lbs/ft) (in) al (cm 2 ) W H B t 1 t 2 r M H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J HP8 x 8 36 8.02 8.155 0.445 0.445 0.40 53.5 203.7 207.1 11.3 11.3 10.2 68.16 4,970 1,680 8.54 4.96 488 162 551 249 155 34.4 HP8 x 8 HP10 x 10 HP12 x 12 HP14 x 14½ al Tolerance 42 9.70 10.075 0.420 0.415 0.50 62.6 246.4 255.9 10.5 10.7 12.7 79.77 8,770 2,990 10.5 6.12 712 234 794 358 415 36.7 57 9.99 10.225 0.565 0.565 0.50 85.3 253.7 259.7 14.4 14.4 12.7 108.6 12,300 4,210 10.6 6.23 970 324 1,090 499 602 88.7 53 11.78 12.045 0.435 0.435 0.60 78.3 299.2 305.9 11.0 11.0 15.2 99.77 16,300 5,250 12.8 7.25 1,090 343 1,210 525 1,090 50.6 63 11.94 12.125 0.515 0.515 0.60 93.4 303.3 308.0 13.1 13.1 15.2 119.0 19,700 6,390 12.9 7.33 1,300 415 1,450 635 1,340 82.9 74 12.13 12.215 0.610 0.605 0.60 111 308.1 310.3 15.4 15.5 15.2 140.8 23,700 7,730 13.0 7.41 1,540 498 1,730 765 1,650 134 84 12.28 12.295 0.685 0.685 0.60 125 311.9 312.3 17.4 17.4 15.2 158.9 27,000 8,850 13.0 7.46 1,730 567 1,960 872 1,920 189 73 13.61 14.585 0.505 0.505 0.60 108 345.7 370.5 12.8 12.8 15.2 137.8 30,300 10,900 14.8 8.89 1,750 588 1,940 893.6 3,010 89.4 89 13.83 14.695 0.615 0.615 0.60 132 351.3 373.3 15.6 15.6 15.2 168.4 37,600 13,500 14.9 8.95 2,140 723 2,390 1,110 3,810 159 102 14.01 14.785 0.705 0.705 0.60 152 355.9 375.5 17.9 17.9 15.2 193.7 43,800 15,800 15.0 9.03 2,460 842 2,760 1,290 4,510 238 117 14.21 14.885 0.805 0.805 0.60 174 360.9 378.1 20.4 20.4 15.2 221.5 50,800 18,400 15.1 9.11 2,820 973 3,180 1,490 5,330 350 소성 HP Division (depth x width) HP10 x 10 HP12 x 12 HP14 x 14½ H Other Reinforcing Bar Round Bar 228 229

03. Asymmetric H - Beam 비대칭 H 형강 s and al Properties 치수및단면성능 al (cm 2 ) (cm 4 ) al Tolerance 탄성중립축 Elestic Neutral Axis Position : KS D 3502:2013 : KS D 3502:2013 : KS D 3502:2013 탄성 Elastic (cm 3 ) 소성중립축 Neutral Axis Position 소성 (cm 3 ) ASY H x Bt x Bb t w t f r W A Ix Iy ix iy ye Sxt Sxb Sy yp Zx Zy H J 312 x 234 x 344 312 x 234 x 344 12 18 22 111 141.3 24,751 8,038 13.2 7.5 13.5 1,402 1,828 467 7.3 1,732 793 1,263,539 153 320 x 236 x 346 320 x 236 x 346 14 22 22 134 170.8 30,907 10,017 13.5 7.7 13.9 1,707 2,225 579 7.4 2,125 983 1,624,487 265 328 x 238 x 348 328 x 238 x 348 16 26 22 158 200.7 37,437 12,069 13.7 7.8 14.2 2,018 2,627 694 7.5 2,533 1,178 2,018,371 424 336 x 240 x 350 336 x 240 x 350 18 30 22 181 230.8 44,354 14,197 13.9 7.8 14.6 2,336 3,035 811 7.6 2,955 1,379 2,447,064 636 (cm 6 ) Torisonal (cm 4 ) H Other Reinforcing Bar Round Bar 04. Checkered H-Beam 무늬 H 형강 ( 복공용 ) s and al Properties 치수및단면성능 al (cm 2 ) (cm 4 ) (cm 3 ) 소성 (cm 3 ) CH.HB W H B t 1 t 2 r A Ix Iy ix iy Sx Sy Zx Zy Cw J 190 x 197 31.9 190 197 5 7 13 40.63 2,900 999 8.45 4.96 300 101 52 314 74.7 7.10 190 x 197 (cm 6 ) (cm 4 ) 230 231

05. Junior Beam 경량 H 형강 s and al Properties 치수및단면성능 Division (depth x width) al W H B t 1 t 2 r 1 r 2 A Ix Iy ix iy Sx Sy Zx Zy Cw J 150 x 75 9.01 150 75 3.2 4.5 5-11.48 442 31.7 6.21 1.66 59.0 8.50 66.5 13.1 1.67 0.71 150 x 75 150 x 100 10.8 150 100 3.2 4.5 5-13.73 562 75.1 6.40 2.34 74.9 15.0 82.9 22.9 3.97 0.86 150 x 100 175 x 90 10.7 175 90 3.2 4.5 5-13.63 725 54.7 7.29 2.00 82.9 12.2 92.9 18.7 3.97 0.83 175 x 90 200 x 100 12.0 200 100 3.2 4.5 5-15.33 1,070 75.1 8.35 2.21 107 15.0 119 23.0 7.17 0.91 14.3 200 100 3.2 6.0 5-18.23 1,330 100 8.54 2.34 133 20.0 147 30.5 9.41 1.73 200 x 150 15.6 200 150 3.2 4.5 5-19.83 1,500 253 8.70 3.57 150 33.8 163 51.2 24.2 1.22 200 x 150 250 x 125 15.1 250 125 3.2 4.5 5-19.18 2,100 147 10.5 2.76 168 23.5 187 35.8 22.1 1.12 20.4 250 125 4.5 6.0 5-25.92 2,770 196 10.3 2.75 222 31.3 249 48.2 29.1 2.72 300 x 150 24.5 300 150 4.5 6.0 5-31.17 4,830 338 12.4 3.29 322 45.0 361 69.0 72.9 3.23 300 x 150 350 x 175 28.6 350 175 4.5 6.0 5-36.42 7,720 536 14.6 3.84 441 61.3 493 93.7 159 3.75 350 x 175 Note : 위제품은수요자주문사양으로별도주문판매 (These sizes are not included in regular rolling schedules.) 소성 JB Division (depth x width) 200 x 100 250 x 125 H Other Reinforcing Bar Round Bar 232 233

06. I-Beam I 형강 s and al Properties 치수및단면성능 Division (depth x width) al W H B t 1 t 2 r 1 r 2 A Ix Iy ix iy Sx Sy 100 x 75* 12.9 100 75 5 8 7 3.5 16.43 281 47.3 4.14 1.70 56.2 12.6 *100 x 75 125 x 75* 16.1 125 75 5.5 9.5 9 4.5 20.45 538 57.5 5.13 1.68 86.0 15.3 *125 x 75 150 x 75 17.1 150 75 5.5 9.5 9 4.5 21.83 819 57.5 6.12 1.62 109 15.3 150 x 75 200 x 100 26.0 200 100 7 10 10 5 33.06 2,170 138 8.10 2.05 217 27.7 200 x 100 250 x 125 38.3 250 125 7.5 12.5 12 6 48.79 5,180 337 10.3 2.63 414 53.9 250 x 125 300 x 150 65.5 300 150 10 18.5 19 9.5 83.47 12,700 886 12.3 3.26 849 118 300 x 150 300 x 150* 76.8 300 150 11.5 22 23 11.5 97.88 14,700 1,080 12.3 3.32 978 143 *300 x 150 350 x 150 87.2 350 150 12 24 25 12.5 111.1 22,400 1,180 14.2 3.26 1,280 158 350 x 150 400 x 150 95.8 400 150 12.5 25 27 13.5 122.1 31,700 1,240 16.1 3.19 1,580 165 400 x 150 450 x 175 115 450 175 13 26 27 13.5 146.1 48,800 2,020 18.3 3.72 2,170 231 450 x 175 Note : * 는별도주문판매 (These sizes indicated by an asterisk(*) are not included in regular rolling schedules.) al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 IB Division (depth x width) H Other Reinforcing Bar Round Bar 234 235

07. I-Beam for Mine Support 광산지보용 I 형강 s and al Properties 치수및단면성능 Division (depth x width) al al Tolerance : KS E 4002 : KS E 4002 H x B W t₁ t₂ r₁ r₂ A Ix Iy ix iy Sx Sy H x B 100 x 80 20.7 9 12.5 13 4 26.4 403 80.5 3.91 1.75 80.7 20.1 100 x 80 130 x 100 35.0 12 17 16 7 44.6 1,130 211 5.05 2.18 175 42.3 130 x 100 GI Division (depth x width) H Other Reinforcing Bar Round Bar 236 237

08. Equal Angle 등변ㄱ형강 s and al Properties 치수및단면성능 - KS, JIS al 중심의위치 Center of Gravity 생산불가길이 Not Available Length A x B t r₁ r₂ W A Cx=Cy Ix=Iy Max. lu Min. ly ix=iy Max. iu Min. iy Zx=Zy m 25 x 25 3 4 2 1.12 1.427 0.719 0.797 1.26 0.332 0.747 0.940 0.483 0.448 30 x 30 3 4 2 1.36 1.727 0.844 1.42 2.26 0.59 0.908 1.14 0.585 0.661 40 x 40 5 4.5 3 2.95 3.755 1.17 5.42 8.59 2.25 1.20 1.51 0.774 1.91 45 x 45 4 6.5 3 2.74 3.492 1.24 6.50 10.3 2.69 1.36 1.72 0.880 2.00 45 x 45 5 6.5 3 3.38 4.302 1.28 7.91 12.5 3.29 1.36 1.71 0.874 2.46 50 x 50 4 6.5 3 3.06 3.892 1.37 9.06 14.4 3.76 1.53 1.92 0.983 2.49 50 x 50 5 6.5 3 3.77 4.802 1.41 11.1 17.5 4.58 1.52 1.91 0.976 3.08 50 x 50 6 6.5 4.5 4.43 5.644 1.44 12.6 20.0 5.23 1.50 1.88 0.963 3.55 60 x 60 4 6.5 3 3.68 4.692 1.61 16.0 25.4 6.62 1.85 2.33 1.19 3.66 60 x 60 5 6.5 3 4.55 5.802 1.66 19.6 31.2 8.09 1.84 2.32 1.18 4.52 60 x 60 *6 6.5 4.5 5.37 6.844 1.69 22.6 35.9 9.30 1.82 2.29 1.17 5.24 10.5 65 x 65 5 8.5 3 5.00 6.367 1.77 25.3 40.1 10.5 1.99 2.51 1.28 5.36 7.5/8.5/9.5/10.5/11/11.5 65 x 65 6 8.5 4 5.91 7.527 1.81 29.4 46.6 12.2 1.98 2.49 1.27 6.26 65 x 65 8 8.5 6 7.66 9.761 1.88 36.8 58.3 15.3 1.94 2.44 1.25 7.96 70 x 70 6 8.5 4 6.38 8.127 1.93 37.1 58.9 15.3 2.14 2.69 1.37 7.33 75 x 75 6 8.5 4 6.85 8.727 2.06 46.1 73.2 19.0 2.30 2.90 1.48 8.47 75 x 75 9 8.5 6 9.96 12.69 2.17 64.4 102 26.7 2.25 2.84 1.45 12.1 10.5(JIS)/11/11.5(KS) 75 x 75 12 8.5 6 13.0 16.56 2.29 81.9 129 34.5 2.22 2.79 1.44 15.7 8(JIS)/8.5/11/11.5/12 80 x 80 6 8.5 4 7.32 9.327 2.18 56.4 89.6 23.2 2.46 3.10 1.58 9.70 11.5(JIS) 80 x 80 *7 8.5 4 8.48 10.797 2.23 64.2 102.4 26.8 2.44 3.08 1.58 11.12 80 x 80 *8 8.5 4 9.60 12.2 2.26 72.82 114.8 29.7 2.44 3.06 1.56 12.69 11(JIS)/11.5 90 x 90 6 10 5 8.28 10.55 2.42 80.7 128 33.4 2.77 3.48 1.78 12.3 90 x 90 7 10 5 9.59 12.22 2.46 93.0 148 38.3 2.76 3.48 1.77 14.2 11(JIS)/11.5 90 x 90 *8 10 7 10.8 13.764 2.50 104 165 42.8 2.74 3.46 1.76 16.0 10/10.5 90 x 90 *9 10 7 12.1 15.394 2.54 114 182 47.3 2.72 3.44 1.75 17.65 9/11.5(JIS)/12 90 x 90 10 10 7 13.3 17.00 2.57 125 199 51.7 2.71 3.42 1.74 19.5 8/8.5(KS)/10.5(JIS)/11**/11.5/12 90 x 90 13 10 7 17.0 21.71 2.69 156 248 65.3 2.68 3.38 1.73 24.8 6.5/8.5/9/9.5/10(KS) * 는 KS 및 JIS 에없는규격 ** A90 x 10t 11m 는 25 톤이하 10m 와함께들어올시생산가능 These sizes indicated by an asterisk(*) are not included in regular rolling schedules. al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 l H Other Reinforcing Bar Round Bar 238 239

08. Equal Angle 등변ㄱ형강 s and al Properties 치수및단면성능 - KS, JIS al 중심의위치 Center of Gravity 생산불가길이 Not Available Length A x B t r₁ r₂ W A Cx=Cy Ix=Iy Max. lu Min. ly ix=iy Max. iu Min. iy Zx=Zy m 100 x 100 7 10 5 10.7 13.62 2.71 129 205 53.2 3.08 3.88 1.98 17.7 100 x 100 *8 10 8 12.1 15.36 2.75 144 229 59.4 3.06 3.86 1.97 19.86 100 x 100 10 10 7 14.9 19.0 2.82 175 278 72.0 3.04 3.83 1.95 24.4 100 x 100 13 10 7 19.1 24.31 2.94 220 348 91.1 3.00 3.78 1.94 31.1 120 x 120 8 12 5 14.7 18.76 3.24 258 410 106 3.71 4.67 2.38 29.5 130 x 130 9 12 6 17.9 22.74 3.53 366 583 150 4.01 5.06 2.57 38.7 130 x 130 *10 12 6 19.7 25.16 3.57 403 641 165 4.00 5.05 2.56 42.8 130 x 130 12 12 8.5 23.4 29.76 3.64 467 743 192 3.96 5.00 2.54 49.9 130 x 130 15 12 8.5 28.8 36.75 3.76 568 902 234 3.93 4.95 2.53 61.5 150 x 150 *10 14 7 22.9 29.21 4.06 627 997 258 4.63 5.84 2.97 57.3 150 x 150 12 14 7 27.3 34.77 4.14 740 1,180 304 4.61 5.82 2.96 68.1 150 x 150 15 14 10 33.6 42.74 4.24 888 1,410 365 4.56 5.75 2.92 82.6 150 x 150 19 14 10 41.9 53.38 4.40 1,090 1,730 451 4.52 5.69 2.91 103 175 x 175 12 15 11 31.8 40.52 4.73 1,170 1,860 480 5.38 6.78 3.44 91.8 175 x 175 15 15 11 39.4 50.21 4.85 1,440 2,290 589 5.35 6.75 3.42 114 200 x 200 15 17 12 45.3 57.75 5.46 2,180 3,470 891 6.14 7.75 3.93 150 200 x 200 20 17 12 59.7 76.00 5.67 2,820 4,490 1,160 6.09 7.68 3.90 197 200 x 200 25 17 12 73.6 93.75 5.86 3,420 5,420 1,410 6.04 7.61 3.88 242 250 x 250 25 24 12 93.7 119.4 7.10 6,950 11,000 2,860 7.63 9.62 4.90 388 250 x 250 35 24 18 128 162.6 7.45 9,110 14,400 3,790 7.49 9.42 4.83 519 * 는 KS 및 JIS 에없는규격 al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 l H Other Reinforcing Bar Round Bar 240 241

08. Equal Angle 등변ㄱ형강 s and al Properties 치수및단면성능 - EN al 중심의위치 Center of Gravity 생산불가길이 Not Available Length A x B t r₁ r₂ W A Cx=Cy Ix=Iy Max. lu Min. ly ix=iy Max. iu Min. iy Zx=Zy m 25 x 25 3 4 2 1.12 1.427 0.72 0.797 1.26 0.332 0.747 0.94 0.48 0.448 30 x 30 3 4 2 1.36 1.727 0.84 1.42 2.26 0.59 0.908 1.14 0.59 0.661 40 x 40 5 4.5 3 2.97 3.755 1.17 5.42 8.59 2.25 1.20 1.51 0.77 1.91 45 x 45 4 6.5 3 2.74 3.492 1.24 6.50 10.3 2.69 1.36 1.72 0.88 2.00 45 x 45 5 6.5 3 3.38 4.302 1.28 7.91 12.5 3.29 1.36 1.71 0.874 2.46 50 x 50 4 6.5 3 3.06 3.892 1.37 9.06 14.4 3.76 1.53 1.92 0.983 2.49 50 x 50 5 6.5 3 3.77 4.082 1.41 11.1 17.5 4.58 1.52 1.91 0.976 3.08 50 x 50 6 6.5 4.5 4.47 5.644 1.44 12.6 20.0 5.23 1.50 1.88 0.963 3.55 60 x 60 4 6.5 3 3.70 4.692 1.61 16.0 25.4 6.62 1.85 2.33 1.19 3.66 60 x 60 5 6.5 3 4.57 5.802 1.66 19.6 31.2 8.09 1.84 2.32 1.18 4.52 60 x 60 6 6.5 4.5 5.42 6.844 1.69 22.6 35.9 9.30 1.82 2.29 1.17 5.24 10.5 65 x 65 5 8.5 3 4.97 6.367 1.77 25.3 40.1 10.5 1.99 2.51 1.28 5.36 7.5/8.5/9.5/10.5/11/11.5 65 x 65 6 8.5 4 5.91 7.527 1.81 29.4 46.6 12.2 1.98 2.49 1.27 6.26 65 x 65 8 8.5 6 7.73 9.761 1.88 36.8 58.3 15.3 1.94 2.44 1.25 7.96 70 x 70 6 8.5 4 6.38 8.127 1.93 37.1 58.9 15.3 2.14 2.69 1.37 7.33 75 x 75 6 8.5 4 6.85 8.727 2.06 46.1 73.2 19.0 2.30 2.90 1.48 8.47 75 x 75 9 8.5 6 10.03 12.69 2.17 64.4 102 26.7 2.25 2.84 1.45 12.1 10.5(JIS)/11/11.5(KS) 80 x 80 6 8.5 4 7.34 9.327 2.18 56.4 89.6 23.2 2.46 3.10 1.58 9.70 11.5(JIS) 80 x 80 7 8.5 4 8.49 10.797 2.23 64.2 102.4 26.8 2.44 3.08 1.58 11.1 90 x 90 6 10 5 8.3 10.55 2.42 80.7 128 33.4 2.77 3.48 1.78 12.3 90 x 90 7 10 5 9.61 12.22 2.46 93.0 148 38.3 2.76 3.48 1.77 14.2 11(JIS)/11.5 90 x 90 8 10 7 10.9 13.764 2.50 104 165 42.8 2.74 3.46 1.76 16.0 10/10.5 90 x 90 9 10 7 12.2 15.394 2.54 114 182 47.3 2.72 3.44 1.75 17.7 9/11.5(JIS)/12 90 x 90 10 10 7 13.4 17.00 2.57 125 199 51.7 2.71 3.42 1.74 19.5 8/8.5(KS)/10.5(JIS)/11**/11.5/12 90 x 90 13 10 7 17.0 21.71 2.69 156 248 65.3 2.68 3.38 1.73 24.8 6.5/8.5/9/9.5/10(KS) ** A90 x 10t 11m 는 25 톤이하 10m 와함께들어올시생산가능 These sizes indicated by an asterisk(*) are not included in regular rolling schedules. al Tolerance : EN 10056-1:1999 : EN 10056-2:1993 : EN 10163-3:2004 CLASS C L H Other Reinforcing Bar Round Bar 242 243

08. Equal Angle 등변ㄱ형강 s and al Properties 치수및단면성능 - EN al 중심의위치 Center of Gravity al Tolerance : EN 10056-1:1999 : EN 10056-2:1993 : EN 10163-3:2004 CLASS C 생산불가길이 Not Available Length A x B t r₁ r₂ W A Cx=Cy Ix=Iy Max. lu Min. ly ix=iy Max. iu Min. iy Zx=Zy m 100 x 100 7 10 5 10.73 13.62 2.71 129 205 53.2 3.08 3.88 1.98 17.7 100 x 100 8 10 8 12.2 15.36 2.75 144 229 59.4 3.06 3.86 1.97 19.9 100 x 100 10 10 7 15 19.00 2.82 175 278 72.0 3.04 3.83 1.95 24.4 100 x 100 13 10 7 19.2 24.31 2.94 220 348 91.1 3.00 3.78 1.94 31.1 120 x 120 8 12 5 14.71 18.76 3.24 258 410 106 3.71 4.67 2.38 29.5 120 x 120 10 12 5 18.2 23.20 3.31 313 498 128 3.67 4.63 2.35 36.0 120 x 120 12 12 5 21.6 27.50 3.40 368 584 151 3.65 4.61 2.34 42.7 120 x 120 15 12 5 26.6 33.90 3.51 445 706 184 3.62 4.56 2.33 52.4 130 x 130 9 12 6 17.9 22.74 3.53 366 583 150 4.01 5.06 2.57 38.7 130 x 130 10 12 6 19.79 25.16 3.57 403 641 165 4.00 5.05 2.56 42.8 130 x 130 12 12 8.5 23.6 29.76 3.64 467 743 192 3.96 5.0 2.54 49.9 130 x 130 15 12 8.5 29.01 36.75 3.76 568 902 234 3.93 4.95 2.53 61.5 150 x 150 10 14 7 23 29.21 4.06 627 997 258 4.63 5.84 2.97 57.3 150 x 150 12 14 7 27.3 34.77 4.14 740 1,180 304 4.61 5.82 2.96 68.0 150 x 150 15 14 10 33.8 42.74 4.24 888 1,410 365 4.56 5.75 2.92 82.6 150 x 150 18 14 10 40.1 51.00 4.37 1,080 1,666 434 4.54 5.71 2.92 98.7 150 x 150 19 14 10 42.13 53.38 4.40 1,090 1,730 451 4.52 5.69 2.91 103 175 x 175 12 15 11 32.11 40.52 4.73 1,170 1,860 480 5.38 6.78 3.44 91.8 175 x 175 15 15 11 39.72 50.21 4.85 1,440 2,290 589 5.35 6.75 3.42 114 180 x 180 12 15 11 32.11 40.52 4.73 1,170 1,860 480 5.38 6.78 3.44 91.8 180 x 180 15 15 11 39.72 50.21 4.85 1,440 2,290 589 5.35 6.75 3.42 114 200 x 200 15 17 12 45.61 57.75 5.46 2,180 3,470 891 6.14 7.75 3.93 150 200 x 200 20 17 12 59.9 76.00 5.67 2,820 4,490 1,160 6.09 7.68 3.90 197 200 x 200 25 17 12 73.87 93.75 5.86 3,420 5,420 1,410 6.04 7.61 3.88 242 250 x 250 25 24 12 93.49 119.4 7.10 6,950 11,000 2,860 7.63 9.62 4.90 388 250 x 250 35 24 18 128 162.6 7.45 9,110 14,400 3,790 7.49 9.42 4.83 519 L H Other Reinforcing Bar Round Bar 244 245

09. unequal Angle 부등변ㄱ형강 s and al Properties 치수및단면성능 100 x 75 125 x 75 150 x 90 al 중심의위치 Center of Gravity al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 tan α W A B t r₁ r₂ A Cx Cy Ix Iy Max. lu Min. ly ix iy Max. iu Min. iy Zx Zy 9.32 100 75 7 10 5 11.87 3.06 1.83 118 56.9 144 30.8 3.15 2.19 3.49 1.61 0.548 17.0 10.0 13.0 100 75 10 10 7 16.50 3.17 1.94 159 76.1 194 41.3 3.11 2.15 3.43 1.58 0.543 23.3 13.7 10.7 125 75 7 10 5 13.62 4.10 1.64 219 60.4 243 36.4 4.01 2.11 4.23 1.64 0.362 26.1 10.3 13.6 125 75 *9 10 7 17.30 4.23 1.70 278 73.8 307 44.9 4.01 2.06 4.21 1.61 0.352 32.8 13.6 14.9 125 75 10 10 7 19.00 4.22 1.75 299 80.8 330 49.0 3.96 2.06 4.17 1.61 0.357 36.1 14.1 19.1 125 75 13 10 7 24.31 4.35 1.87 376 101 415 61.9 3.93 2.04 4.13 1.60 0.352 46.1 17.9 16.4 150 90 9 12 6 20.94 4.95 1.99 485 133 537 80.4 4.81 2.52 5.06 1.96 0.361 48.5 19.0 18.2 150 90 *10 12 6 23.23 5.03 2.03 541 146 598 88.7 4.82 2.51 5.07 1.95 0.356 53.1 22.5 21.5 150 90 12 12 8.5 27.36 5.07 2.10 619 167 685 102 4.76 2.47 5.00 1.93 0.357 62.3 24.3 UA 10. Inverted Angle 부등변부등후ㄱ형강 IA 100 x 75 125 x 75 150 x 90 H Other Reinforcing Bar Round Bar s and al Properties 치수및단면성능 al 중심의위치 Center of Gravity W A B t₁ t₂ r₁ r₂ A Cx Cy Ix Iy Max. lu Min. ly ix iy Max. iu Min. iy Zx Zy 200 x 90 23.3 200 90 *10 14 14 7 29.66 6.36 2.15 1,210 200 1,290 125 6.39 2.60 6.58 2.05 0.263 88.7 29.2 200 x 90 250 x 90 29.4 250 90 10 15 17 8.5 37.47 8.61 1.92 2,440 223 2,520 147 8.08 2.44 8.20 1.98 0.182 149 31.5 33.7 250 90 12 16 17 8.5 42.95 8.99 1.89 2,790 238 2,870 160 8.07 2.35 8.18 1.93 0.173 174 33.5 250 x 90 300 x 90 36.3 300 90 11 16 19 9.5 46.22 11.0 1.76 4,370 245 4,440 168 9.72 2.30 9.80 1.90 0.136 229 33.8 41.3 300 90 13 17 19 9.5 52.67 11.3 1.75 4,940 259 5,020 181 9.68 2.22 9.76 1.85 0.128 265 35.8 300 x 90 350 x 100 45.3 350 100 12 17 22 11 57.74 13.0 1.87 7,440 362 7,550 251 11.3 2.50 11.4 2.08 0.124 338 44.5 350 x 100 400 x 100 48.0 400 100 *11.5 16 24 12 61.08 15.28 1.71 10,284 349 - - 12.97 2.39 - - - 416 42.1 53.8 400 100 13 18 24 12 68.59 15.4 1.77 11,500 388 11,600 277 12.9 2.38 13 2.01 0.0996 467 47.1 400 x 100 * 는 KS 및 JIS 에없는규격 al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 tan α 246 247

11. Channel ㄷ형강 s and al Properties 치수및단면성능 al 중심의위치 Center of Gravity W H B t₁ t₂ r₁ r₂ A Cy Ix Iy ix iy Zx Zy 75 x 40 6.92 *75 40 5 7 8 4 8.818 1.28 75.3 12.2 2.92 1.17 20.1 4.47 75 x 40 100 x 50 9.36 *100 50 5 7.5 8 4 11.92 1.54 188 26.0 3.97 1.48 37.6 7.52 100 x 50 125 x 65 13.4 125 65 6 8 8 4 17.11 1.90 424 61.8 4.98 1.90 67.8 13.4 125 x 65 150 x 75 18.6 150 75 6.5 10 10 5 23.71 2.28 861 117 6.03 2.22 115 22.4 150 x 75 200 x 80 24.6 200 80 7.5 11 12 6 31.33 2.21 1,950 168 7.88 2.32 195 29.1 200 x 80 200 x 90 30.3 200 90 8 13.5 14 7 38.65 2.74 2,490 277 8.02 2.68 249 44.2 200 x 90 250 x 90 34.6 250 90 9 13 14 7 44.07 2.40 4,180 294 9.74 2.58 334 44.5 250 x 90 300 x 90 38.1 300 90 9 13 14 7 48.57 2.22 6,440 309 11.5 2.52 429 45.7 300 x 90 380 x 100 54.5 380 100 10.5 16 18 9 69.39 2.41 14,500 535 14.5 2.78 763 70.5 67.3 *380 100 13 20 24 12 85.71 2.54 17,600 655 14.3 2.76 926 87.8 Note : * 는별도주문판매 (These sizes indicated by an asterisk(*) are not included in regular rolling schedules.) al Tolerance : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 : KS D 3502:2013 JIS G 3192:2008 CN 380 x 100 H Other Reinforcing Bar Round Bar 248 249

11. Channel ㄷ형강 s and al Properties 치수및단면성능 8" 10" 12" 15" s and al Properties 치수및단면성능 (lbs/ft) al al 중심의위치 Center of Gravity W H B t₁ t₂ r₁ r₂ A Cy Ix Iy ix iy Zx Zy UPN200 25.3 200 75 8.5 11.5 11.5 6 32.2 2.01 1,910 148 7.70 2.14 191 27 UPN200 UPN240 33.2 240 85 9.5 13 13 6.5 44.07 2.23 3,600 248 9.22 2.42 300 39.6 UPN240 UPN300 46.2 300 100 10 16 16 8 48.57 2.70 8,030 495 11.7 2.90 535 67.8 UPN300 중심의위치 Center of Gravity W H B t₁ t₂ r₁ r₂ A Cy Ix Iy ix iy Zx Zy 11.5 17.1 203 57 5.6 9.9 - - 21.80 1.44 1,340 53.8 7.86 1.57 132 12.6 13.75 20.5 203 59 7.7 9.9 - - 26.10 1.39 1,490 62 7.57 1.54 147 13.7 18.75 27.9 203 64 12.4 9.9 - - 35.50 1.43 1,820 81.7 7.15 1.51 179 16.4 15.3 22.8 254 65 6.1 11.1 - - 29.00 1.58 2,770 91.2 9.81 1.78 218 18.5 20 30.0 254 69 9.6 11.1 - - 37.90 1.53 3,260 114 9.29 1.74 257 21.2 25 37.0 254 73 13.4 11.1 - - 47.40 1.56 3,790 138 8.93 1.70 298 24 30 45.0 254 76 17.1 11.1 - - 56.90 1.63 4,270 158 8.68 1.67 336 26.5 20.7 30.8 305 74 7.2 12.7 - - 39.30 1.74 5,340 157 11.7 2.00 350 27.7 25 37.0 305 77 9.8 12.7 - - 47.40 1.70 5,970 183 11.2 1.97 391 30.5 30 45.0 305 80 13 12.7 - - 56.90 1.70 6,720 209 10.9 1.92 441 33.2 33.9 50.4 381 86 10.2 16.5 - - 64.30 1.99 13,100 337 14.3 2.28 688 50.5 40 60.0 381 89 13.2 16.5 - - 76.10 1.97 14,400 379 13.8 2.24 758 54.7 50 74.0 381 94 18.2 16.5 - - 94.80 2.02 16,700 454 13.3 2.19 877 61.5 Actual flange and web thicknesses vary due to mill rolling practices: however permitted variations for such dimensions are not addressed. al Tolerance al Tolerance : DIN 1026-1:2000 : EN 10279:2000 : EN 10163-3:2004 CLASS C Subclass 1 CN 8" 10" 12" 15" UPN H Other Reinforcing Bar Round Bar 250 251

12. Parallel Flange Channel 평행채널 s and al Properties 치수및단면성능 KS (KS D3502) BS (BS 4-1) AS/NZS (AS/NZS 3679) al al Tolerance 중심의위치 Center of Gravity W H B t₁ t₂ r₁ r₂ A Cy Ix Iy ix iy Zx Zy 150 x 75 18.2 150 75 6 10 10-23.2 2.54 864 131.3 6.1 2.4 115.1 26.5 150 x 75 KS 200 x 80 24.0 200 80 6.5 11.5 12-30.5 2.55 1,984 192.5 8.1 2.5 198.4 35.3 200 x 80 (KS D3502) 150 x 75 17.9 150 75 5.5 10 12-22.77 2.58 861 131 6.2 2.4 114.8 26.6 150 x 75 BS 200 x 75 23.4 200 75 6 12.5 12-29.87 2.48 1,963 170 8.1 2.4 196.3 33.8 200 x 75 (BS 4-1) 150 x 75 17.7 150 75 6 9.5 10-22.5 2.49 834 129 6.1 2.4 129.0 46 150 x 75 200 x 75 22.9 200 75 6 12 12-29.2 2.44 1,910 165 8.1 2.4 221.0 58.9 200 x 75 230 x 75 25.1 230 75 6.5 12 12-32 2.26 2,680 176 9.1 2.4 271.0 61 230 x 75 250 x 90 35.5 250 90 8 15 12-45.2 2.86 4,510 364 10.0 2.8 421.0 107 250 x 90 300 x 90 40.1 300 90 8 16 14-51.1 2.72 7,240 404 11.9 2.8 564.0 117 300 x 90 PFC : KS D 3502:2013 BS 4-1:2005 AS/NZS 3679.1:2010 : KS D 3502:2013 BS 4-1:2005 AS/NZS 3679.1:2010 : KS D 3502:2013 EN 10163-3:2004 CLASS C Subclass 1 AS/NZS 3679.1:2010 AS/NZS (AS/NZS 3679) H Other Reinforcing Bar Round Bar 252 253

13. Sheet Pile 강널말뚝 s and al Properties 치수및단면성능 종류 Type B H t Per Pile Per Wall Width mm mm mm kg/m kg/m² SP-II 400 100 10.5 48.0 120 SP-III 400 125 13.0 60.0 150 SP-IIIA(E) 400 150 13.1 58.4 146 SP-IIIA(D) 400 150 13.0 60.0 150 SP-IV 400 170 15.5 76.1 190 SP-VM 500 175 16.5 86.0 172 SP-VA 500 200 19.5 105.0 210 al Tolerance al : KS F 4604 & JIS A 5528 : KS F 4604 & JIS A 5528 : KS D 3502 & JIS G 3192 Per Pile Per Wall Width Per Pile Per Wall Width Per Pile Per Wall Width cm² cm²/m cm 4 cm 4 /m cm³ cm³/m SP 종류 Type 61.2 153.0 1,240 8,740 152 874 SP-II 76.4 191.0 2,220 16,800 223 1,340 SP-III 74.4 186.0 2,790 22,800 250 1,520 SP-IIIA(E) 76.4 191.0 3,060 22,600 278 1,510 SP-IIIA(D) 96.9 242.5 4,634 38,610 360 2,271 SP-IV 109.6 219.2 5,345 40,290 383 2,310 SP-VM 133.8 267.6 8,100 63,000 520 3,150 SP-VA H Other Reinforcing Bar Round Bar SP-IIw 600 130 10.3 61.8 103 SP-IIIw 600 180 13.4 81.6 136 78.7 131.2 2,445 13,640 231 1,018 SP-IIw 103.9 173.2 5,124 32,802 371 1,822 SP-IIIw 254 255

14. Railway Rail 철도레일 1) s and al Properties 치수및단면성능 규격 Specifications KS, JIS KS R 9106 JIS E 1101 AREMA BS 11 UIC 860 EN 13674-1 : 2003 항목 Items 단위 A B C D E F G R al 중심축의거리 Distance from Rail Base to Neutral Axis Moment of of W S Yd J Z kg/m lb/yd cm² in² mm in cm⁴ in⁴ cm³ in³ 30A* mm 107.95 107.95 60.33 12.3 30.95 19.45 48.22 304.8 30.1-38.26-48.22-612 - 126.9-37A mm 122.24 122.24 62.71 13.49 36.12 21.43 53.78 304.8 37.2-47.3-53.78-952 - 163-40N* mm 140.0 122.0 64.0 14.0 41.0 25.5 70.0 500.0 40.9-52.0-68.9-1,360-197 - 50PS* mm 144.46 127.0 67.87 14.29 46.04 27.78 63.1 254.0 50.4-64.3-63.1-1,740-261 - 50N mm 153.0 127.0 65.0 15.0 49.0 30.0 76.0 500.0 50.4-64.2-71.6-1,960-242 - 60 mm 174.0 145.0 65.0 16.5 49.0 30.1 77.5 500.0 60.8-77.45-77.8-3,090-321 - 60K mm 174.0 145.0 65.0 16.5 49.0 30.1 77.5 500.0 60.7-77.3-77.6-3,064-395 - 70s mm 148 140 65.3 35 52 28 62.2-69.5-88.5-62.2-2,120-341 - 90lbs* in 5-5/8 5-1/8 2-9/16 9/16 1-15/32 1 2-29/32 14 44.64 90.0-8.82-2.54-38.7-15.2 100lbs* in 6 5-3/8 2-11/16 9/16 1-21/32 1-1/16 2-31/32 14 50.35 101.5-9.94-2.75-49.0-17.8 115lbs* in 6-5/8 5-1/2 2-23/32 5/8 1-11/16 1-1/8 3-1/4 14 56.90 114.7-11.23-2.68-65.6-22.0 119lbs* in 6-13/16 5-1/2 2-21/32 5/8 1-7/8 1-1/8 3-1/4 14 58.93 118.8-11.64-3.12-71.4-22.9 132lbs* in 7-1/8 6 3 21/32 1-3/4 1-3/16 3-7/8 14 65.52 132.1-12.94-3.20-88.2-27.6 136lbs* in 7-5/16 6 2-15/16 11/16 1-15/16 1-3/16 3-7/8 20 67.56 136.2-13.34-3.347-94.9-28.3 75R 75A* 90A* mm 128.59 122.24 61.91 13.1 39.69 18.65 53.98 304.8 37-47.19-61.8-1,061-159.09 - in 5-1/16 4-13/16 2-7/16 32/64 1-9/16 47/64 2-1/8 12.0-80.1-7.31-2.43 - - - - mm 128.59 114.3 61.91 12.7 42.07 23.81 64.29 508.0 37.5-47.71-64.81-1,049-161.8 - in 5-1/16 4-1/2 2-7/16 1/2 1-21/32 15/16 2-17/32 20.0-75.5-7.40-2.55 - - - - mm 142.88 127.0 66.67 13.89 46.04 26.19 71.44 508.0 45.1-57.45-72.79-1,564-214.8 - in 5-5/8 5.0 2-5/8 35/64 1-13/16 1-1/32 2-13/16 20.0-90.9-8.90-2.87 - - - - UIC 54* mm 159 140 70 16 49.4 30.2 76.2 508.0 54.43-69.34-74.97-2,346-307.87 - UIC 60 mm 172 150 74.3 16.5 51 31.5-120 60.34-76.86-80.95-3,055-377.4 - UIC 60 (KHRC) mm 172 150 74.3 16.5 51 31.5-120 60.34-76.86-80.95-3,055-377.4-50E4 (UIC 50)* mm 152 125 70 15 49.4 28 75.1 508.0 50.46-64.28-75.36-1,934-256.6-54E1 (UIC 54)* mm 159 140 70 16 49.4 30.2 76.2 508.0 54.43-69.33-74.97-2,346-307.87-60E1(UIC 60) mm 172 150 72 16.5 51 31.5-120.0 60.34-76.7-80.95-3,055-377.4 - HS 73 mm 135 140.0 100 32.0 43.0 26.5 100 100 73.3-93.39-66.9-2,000-294 - HS * 는별도주문판매 (These sizes indicated by an asterisk(*) are not included in regular rolling schedules.) RL 규격 Specifications KS, JIS KS R 9106 JIS E 1101 AREMA BS 11 UIC 860 EN 13674-1 : 2003 H Other Reinforcing Bar Round Bar 256 257

14. Railway Rail 철도레일 2) Rail Tolerance KS R 9106 JIS E 1101 50 kg N 60 kg 길이 Length (25m) 높이 두부폭 두께 제부폭 - - Hole 직경 Hole 간격 - - - Height Width Thickness Width Asymmetry Squareness Diametor Location Height of Inclination Fishing Template of Rail of Rail Head of Web of Base of Head With Respect to Base of the Ends of Hole of Hole Fishplat -ing of Fishing Surface L A C D B (Asymmetry (14mm) of ) Outside Inside +10.0-5.0 +10.0-3.0 +1.0-0.5 +1.0-0.5 +1.0-0.5 +0.8-0.5 +1.0-0.5 +1.0-0.5 - Concavity of Base - Discrepancy of Curvature 19R at Upper Fillet from Shape Plate RL ±1.0 1.0 1.0 ±0.5 ±0.5 - - 1.5 0.5 - - - - ±0.8 0.5 0.5 ±0.5 ±0.5 - - 1.5 0.5 0.4 0.3 - - - Crown Profile : mm - Head Radius H Other Reinforcing Bar Round Bar UIC 860-0 UIC54 ±10.0 +0.8-0.4 +0.8-0.4 UIC60 ±3.0 ±0.6 ±0.5 UIC60 (KHRC) - ±0.6 ±0.5 +0.8-0.4 +1.0-0.5 +1.0-0.5 +0.8-0.125 0.4 - - - - - - - - - - - ±1.0 1.2 0.6 ±0.5 ±0.5 - - - - 0.3 - - - ±1.0 1.2 0.5 ±0.5 ±0.5 ±0.6 ±0.35 - - 0.3 - +0.6-0.3 - BS11 (1985) ±5.0 ±0.5 ±0.5 +1.0-0.5 ±1.0 1.25 0.5 ±0.5 ±0.5 - - 1.2 1.2 0.5 - - - AREMA (1996) * 고객주문사양을따름 * 고객주문사양을따름 * 는별도주문판매 (These sizes indicated by an asterisk(*) are not included in regular rolling schedules.) 258 259

14. Railway Rail 철도레일 3) Chemical Composition & Mechanical Property UIC860-0 KS, JIS KS R 9106 JIS E 1101 UIC54/60 강종 Grade 화학적성질 Chemical Composition (wt, %) Gas 기계적성질 Mechanical Property C Si Mn P S Al Cr Mo Ni Cu Sn Sb Ti Nb V O2 N2 H2 인장강도 Tensile Strength x100 x1000 x100 x100 ppm x100 ppm Min. (N/mm²) 항복강도 Yield Strength (N/mm²) 37KG 55/70 10/35 60/95 45 50 - - - - - - - - - - - - - 690-9 50KGN, 60KG 63/75 15/30 70/110 30 25 - - - - - - - - - - - - - 800-10 HH340 72/82 10/55 70/110 30 20-20 - - - - - - - 30 - - - 800-10 HH370 72/82 10/65 80/120 30 20-25 - - - - - - - 30 - - - 1,080-8 900A(B) 60/80 10/50 80/130 40 40 - - - - - - - - - - - - - 880-10 1100 60/82 30/90 80/130 30 30-80/130 - - - - - - - - - - - 1,080-9 UIC60 (KHRC) 68/80 15/58 70/120 25 8/25 4 15 2 10 15 40 20 25 10 30 20 90 2.5 880-8 BS11(1985) 65/80 10/50 80/130 40 40 - - - - - - - - - - - - - 1,130-8 AREMA(1996) Chemistry Rail Low Alloy Rail 표준 74/86 10/60 75/125 20 20 10 30 6 25 40 - - - - 10 - - - 983 510 10 고강도 74/86 10/60 75/125 20 20 10 30 6 25 40 - - - - 10 - - - 1,180 827 10 표준 72/82 10/50 80/110 20 20 5 25/40 5 15 40 - - - - 10 - - - 983 510 10 중간 72/82 10/100 70/125 20 20 5 40/70 5 15 40 - - - - 10 - - - 1,014 552 8 고강도 72/82 10/100 70/125 20 20 5 40/70 5 15 40 - - - - 10 - - - 1,180 827 10 * 는별도주문판매 (These sizes indicated by an asterisk(*) are not included in regular rolling schedules.) RL 연신율 Elongation (%) H Other Reinforcing Bar Round Bar 260 261