Steel Table - TumCivil.com

Steel Table ตารางเหล็ก / เหล็กรูปพรรณ

600 x 200

600 x 300

700 x 300

800 x 300

900 x 300

Nominal Size mm

286 243 213 241 210 191 215 185 166 175 151 137 134 120 106 94.6

kg/m

Weight

912 900 890 808 800 792 708 700 692 594 588 582 612 606 600 596

H mm 302 300 299 302 300 300 302 300 300 302 300 300 202 201 200 199

18 16 15 16 14 14 15 13 13 14 12 12 13 12 11 10

34 28 23 30 26 22 28 24 20 23 20 17 23 20 17 15

Sectional Dimension B t1 t2 mm mm mm

ตารางที่ ก. 1

28 28 28 28 28 28 28 28 28 28 28 28 22 22 22 22

ระยะ r mm 364 309.8 270.9 307.6 267.4 243.4 273.6 235.5 211.5 222.4 192.5 1,745 107.7 152.5 134.4 120.5

(cm )

2

Sectional Area

Moment of Inertia Radius of Gyration Modulus of Section

I r Z A

= = = =

498,000 411,000 345,000 339,000 292,000 254,000 237,000 201,000 172,000 137,000 118,000 103,000 103,300 90,400 77,600 68,700

4

(cm ) 15,700 12,600 10,300 13,800 11,700 9,930 12,900 10,800 9,020 10,600 9,020 7,670 3,180 2,720 2,280 1,980

4

(cm )

37 36.4 35.7 33.2 33 32.3 29.4 29.3 28.6 24.9 24.8 24.3 24.6 24.3 24 23.9

6.56 6.39 6.16 6.7 6.62 6.39 6.86 6.78 6.53 6.9 6.85 6.63 4.31 4.22 4.12 4.05

Radius of Gyration rx ry cm cm

Sectional Area

I C

I A

Ar2

10,900 9,140 7,760 8,400 7,290 6,410 6,700 5,760 4,980 4,620 4,020 3,530 3,380 2,980 2,590 2,310

3

(cm )

1,040 843 688 915 782 662 853 722 602 701 601 511 314 271 228 199

3

(cm )

Modulus of Section Zx Zy

ASTM Standards, ASTM A6 : 1997

Moment of Inertia Ix Iy

Wide Flange Shape

400 x 200

400 x 300

400 x 400

450 x 200

450 x 300

500 x 200

500 x 300

Nominal Size mm

128 114 103 89.6 79.5 124 106 76 66 2 66.2 605 415 283 232 200 197 172 168 147 140 107 94.3 66 56.6

kg/m

Weight

488 482 506 500 496 440 434 450 446 498 458 428 414 406 400 400 394 394 388 390 386 400 396

H mm 300 300 201 200 199 300 299 200 199 432 417 407 405 403 408 400 405 398 402 300 299 200 199

11 11 11 10 9 11 10 9 8 45 30 20 18 16 21 13 18 11 15 10 9 8 7

18 15 19 16 14 18 15 14 12 70 50 35 28 24 21 21 18 18 15 16 14 13 11


ตารางที่ ก. 1 (ตอ)

26 26 20 20 20 24 24 18 18 22 22 22 22 22 22 22 22 22 22 22 22 16 16

ระยะ r mm 163.5 145.5 131.3 114.2 101.3 157.4 135 96.76 84.3 84 3 770.1 528.6 360.7 295.4 254.9 250.7 218.7 214.4 186.8 178.5 136 120.1 84.12 72.16

(cm2)

Sectional Area 71,000 60,400 56,500 47,800 41,900 56.1 46,800 33,500 28,700 28 700 298,000 187,000 119,000 92,800 78,000 70,900 66,600 59,700 56,100 49,000 38,700 33,700 23,700 20,000

(cm4) 8,110 6,760 2,580 2,140 1,840 8,110 6,690 1,870 1,580 1 580 94,400 60,500 39,400 31,000 26,200 23,800 22,400 20,000 18,900 16,300 7,210 6,240 1,740 1,450

(cm4) 20.8 20.4 20.7 20.5 20.3 18.9 18.6 18.6 18.5 18 5 19.7 18.8 18.2 17.7 17.5 16.8 17.5 16.7 17.3 16.6 16.9 16.7 16.8 16.7

7.04 6.82 4.43 4.33 4.27 7.18 7.04 4.4 4.33 4 33 11.1 10.7 10.4 10.2 10.1 9.75 10.1 9.65 10.1 9.54 7.28 7.21 4.54 4.48

Radius of Gyration rx ry cm cm 2,190 2,500 2,230 1,910 1,690 2,550 2,160 1,490 1,290 1 290 12,000 8,170 5,570 4,480 3,840 3,540 3,330 3,030 2,850 2,520 1,980 1,740 1,190 1,010

(cm3)

541 451 257 214 185 541 448 187 159 4,370 2,900 1,930 1,530 1,300 1,170 1,120 985 951 809 481 418 174 145

(cm3)




Wide Flange Shape

250 x 175

250 x 250

300 x 150

300 x 200

300 x 300

350 x 175

350 x 250

350 x 350

Nominal Size mm

159 156 137 131 115 106 79.7 69.2 49 6 49.6 41.4 106 106 94 87 84.5 65.4 56.8 36.7 32 82.2 72.4 66.5 64.4 44.1

kg/m

Weight

356 350 350 344 344 338 340 336 350 346 304 300 300 298 294 298 294 300 298 250 250 248 244 244

H mm

352 357 350 354 348 351 250 249 175 174 301 305 300 299 302 201 200 150 149 255 250 249 252 175

14 19 12 16 10 13 9 8 7 6 11 15 10 9 12 9 8 6.5 5.5 14 9 8 11 7

22 19 19 16 16 13 14 12 11 9 17 15 15 14 12 14 12 9 8 14 14 13 11 11



20 20 20 20 20 20 20 20 14 14 18 18 18 18 18 18 18 13 13 16 16 16 16 16

ระยะ r mm 202 198.4 173.9 166.6 146 135.3 101.5 88.15 63.14 63 14 52.68 134.8 134.8 119.8 110.8 107.7 83.36 72.38 46.78 40.8 104.7 92.18 84.7 82.06 56.24

(cm2)

Sectional Area 47,600 42,800 40,300 35,300 33,300 28,200 21,700 18,500 13,600 13 600 11,100 23,400 21,500 20,400 18,800 16,900 13,300 11,300 7,120 6,320 11,500 10,800 9,930 8,790 6,120

(cm4) 16,000 14,400 13,600 11,800 11,200 9,380 3,650 3,090 984 792 7,730 7,100 6,750 6,240 5,520 1,900 1,600 508 442 3,880 3,650 3,350 2,940 984

(cm4) 15.3 14.7 15.2 14.6 15.1 14.4 14.6 14.5 14.7 14 7 14.5 13.2 12.6 13.1 13 12.5 12.6 12.5 12.4 12.4 10.5 10.8 10.8 10.3 10.4

8.9 8.53 8.84 8.43 8.78 8.33 6 5.92 3.95 3 95 3.88 7.57 7.26 7.51 7.51 7.16 4.77 4.71 3.29 3.29 6.09 6.29 6.29 5.98 4.18

Radius of Gyration rx ry cm cm 2,670 2,450 2,300 2,050 1,940 1,670 1,280 1,100 775 641 1,540 1,440 1,360 1,270 1,150 893 771 481 424 919 867 801 720 502

(cm3)

909 809 776 669 646 534 292 248 112 91 514 466 450 417 365 189 160 67.7 59.3 304 292 269 233 113

(cm3)




Wide Flange Shape

175 x 175 175 x 125 175 x 90 150 x 150 150 x 100 150 x 75 125 x 125 125 x 60 100 x 100 100 x 50

200 x 100

200 x 150

200 x 200

250 x 125

Nominal Size mm

29.6 25.7 65.7 56.2 49.9 30.6 21.3 18.2 40.2 40 2 23.3 18.1 31.5 21.1 14 23.8 13.2 17.2 9.3

kg/m

Weight

250 248 208 200 200 194 200 198 175 169 175 150 148 150 125 125 100 100

H mm

125 124 202 204 200 150 100 99 175 125 90 150 100 75 125 60 100 50

6 5 10 12 8 6 5.5 4.5 7.5 75 5.5 5 7 6 5 6.5 6 6 5

9 8 16 12 12 9 8 7 11 8 8 10 9 7 9 8 8 7



12 12 13 13 13 13 11 11 12 12 9 11 11 8 10 9 10 8

ระยะ r mm 37.66 32.68 83.69 71.53 63.53 39.01 27.16 23.18 51.21 51 21 29.65 23.04 40.14 26.84 17.85 30.31 16.84 21.9 11.85

(cm2)

Sectional Area 4,050 3,540 6,530 4,980 4,720 2,690 1,840 1,580 2,880 2 880 1,530 1,210 1,640 1,020 666 847 413 383 187

(cm4) 294 255 2,200 1,700 1,600 507 134 114 984 261 97.5 563 151 49.5 293 29.2 134 14.8

(cm4) 10.4 10.4 8.83 8.35 8.62 8.3 8.24 8.26 7.5 75 7.18 7.26 6.39 6.17 6.11 5.29 4.95 4.18 3.98

2.79 2.79 5.13 4.88 5.02 3.61 2.22 2.21 44.38 38 2.97 2.06 3.75 2.37 1.66 3.11 1.32 2.47 1.12

Radius of Gyration rx ry cm cm 324 285 628 498 472 277 184 160 330 181 139 219 138 88.8 136 66.1 76.5 37.5

(cm3)

47 41.1 218 167 160 67.6 26.8 23 112 41.8 21.7 75.1 30.1 13.2 47 9.73 26.7 5.91

(cm3)




Wide Flange Shape

250 x 125

200 x 200

200 x 150

200 x 100

100 x 50 100 x 100 125 x 60 125 x 125 150 x 100 150 x 75 150 x 150 175 x 90 175 x 175

Nominal Size mm

9.3 93 17.2 13.2 23.8 21.1 14 31.5 18.1 40.2 *18.2 21.3 30.6 49.9 *56.2 *65.7 *25.7 29.6

kg/m

Weight

100 100 125 125 148 150 150 175 175 198 200 194 200 200 208 248 250

H mm 50 100 60 125 100 75 150 90 175 99 100 150 200 204 202 124 125

5 6 6 6.5 6 5 7 5 7.5 4.5 5.5 6 8 12 10 5 6

7 8 8 9 9 7 10 8 11 7 8 9 12 12 16 8 9



8 10 9 10 11 8 11 9 12 11 11 13 13 13 13 12 12

ระยะ r mm 11.85 11 85 21.9 16.84 30.31 26.84 17.85 40.14 23.04 51.21 23.18 27.16 39.01 63.53 71.53 83.69 32.68 37.66

Sectional Area 2 (cm )


= = = =

187 383 413 847 1,020 666 1,640 1210 2,880 1,580 1,840 2,690 4,720 4,980 6,530 3,540 4,050

14.8 14 8 134 29.2 293 151 49.5 563 97.5 984 114 134 507 1,600 1,700 2,200 255 294

Moment of Inertia Ix Iy 4 4 (cm ) (cm )

I r Z A

3.98 3 98 4.2 4.95 5.3 6.2 6.11 6.4 7.26 7.5 8.3 8.2 8.3 8.6 8.4 8.8 10.4 10.4

1.12 1 12 2.47 1.32 3.11 2.37 1.66 3.75 2.06 4.38 2.21 2.22 3.61 5.02 4.88 5.13 2.79 2.79

Radius of Gyration rx ry cm cm

Sectional Area

I C

I A

Ar2

37.5 37 5 77 66.1 136 138 88.8 219 139 330 160 184 277 472 498 628 285 324

5.91 5 91 27 9.73 47 30 13.2 75 21.7 112 23 27 68 160 167 218 41 47

Modulus of Section Zx Zy 3 3 (cm ) (cm )

(TIS 1227 : 1996 / JIS G3192 : 1990)

(Grade SM400, SM490, SM520, SS400, SS490 or SS540)

H-Sections

244 244 248 250 250 298 300 294 298 294 298 300 300 304 346 350 354 336 340 338 344 344 350 350

44.1 *64.4 *66.5 72.4 *82.2 *32.0 36.7 56.8 *65 4 *65.4 *84.5 *87.0 94 *106.0 *106.0 *41.4 49.6 *57.8 *69.2 79.7 *106.0 *115.0 *131.0 137 *156.0

250 x 175

350 x 350

350 x 250

350 x 175

300 x 300

300 x 200

300 x 150

250 x 250

mm

kg/m

mm

H

Weight

Nominal Size 175 252 249 250 255 149 150 200 201 302 299 300 305 301 174 175 176 249 250 351 348 354 350 357

mm 7 11 8 9 14 5.5 6.5 8 9 12 9 10 15 11 6 7 8 8 9 13 16 16 19 19

mm 11 11 13 14 14 8 9 12 14 12 14 15 15 17 9 11 13 12 14 20 20 20 20 20

mm

Sectional Dimension B t1 t2


16 16 16 16 16 13 13 18 18 18 18 18 18 18 14 14 14 20 20 135.3 146 166.6 173.9 198.4

mm

ระยะ r 6.24 82.06 84.07 92.18 104.7 40.8 46.78 72.38 83.36 83 36 107.7 110.8 119.8 134.8 134.8 52.68 53.14 73.68 88.15 101.5 28,200 33,300 35,300 40,300 42,800

(cm2)

Sectional Area

H-Sections

6,120 8,790 9,930 10,800 11,500 6,320 7,210 11,300 13,300 13 300 16,900 18,800 20,400 21,500 23,400 11,100 13,600 16,100 18,500 21,700 9,380 11,200 11,800 13,600 14,400

(cm4) 984 2,940 3,350 3,650 3,880 442 508 1,600 1,900 1 900 5,520 6,240 6,750 7,100 7,730 792 984 1,180 3,090 3,650 14.4 15.1 14.6 15.2 14.7

(cm4)

Moment of Inertia Ix Iy 10.4 10.3 10.8 10.8 10.5 12.4 12.4 12.5 12 12.66 12.5 13 13.1 12.6 13.2 14.5 14.7 14.8 14.5 14.6 8.33 8.78 8.43 8.84 8.53

cm 4.18 5.98 6.29 6.29 6.09 3.29 3.29 4.71 44.77 77 7.16 7.51 7.51 7.26 7.57 3.88 3.95 4.01 5.92 6 1,670 1,940 2,050 2,300 2,450

cm

Radius of Gyration rx ry 502 720 801 867 919 424 481 771 893 1,150 1,270 1,360 1,440 1,540 641 775 909 1,100 1,280 534 464 669 776 809

(cm3)

113 233 269 292 304 59 68 160 189 365 417 450 466 514 91 112 134 248 292 534 646 669 776 809

(cm3)


(TIS 1227 : 1996 / JIS G3192 : 1990)

396 400 404 386 390 388 394 394 400 400 414 446 450 456 434 440 446 496 500 506 482 488 494

*56.6 66 *75.5 *94.3 107 *140.0 *147.0 *168.0 172 *197.0 *232.0 *66.2 76 *88.9 *106.0 124 *145.0 *79.5 89.6 *103.0 *114.0 128 *150.0

500 x 300

500 x 200

450 x 300

450 x 200

400 x 400

400 x 300

400 x 200

mm

kg/m

mm

H

Weight

Nominal Size 199 200 201 299 300 402 398 405 400 408 405 199 200 201 299 300 302 199 200 201 300 300 302

mm 7 8 9 9 10 15 11 18 13 21 18 8 9 10 10 11 13 9 10 11 11 11 13

mm 11 13 15 14 16 15 18 18 21 21 28 12 14 17 15 18 21 14 16 19 15 18 21

mm



16 16 16 22 22 22 22 22 22 22 22 18 18 18 24 24 24 20 20 20 26 26 26

mm

ระยะ r 72.16 84.12 96.16 120.1 136 178.5 186.8 214.4 218.7 218 7 250.7 295.4 84.3 96.76 113.3 135 157.4 184.3 101.3 114.2 131.3 145.5 163.5 191.4

(cm2)

Sectional Area

H-Sections

20,000 23,700 27,500 33,700 38,700 49,000 56,100 59,700 66,600 66 600 70,900 92,800 28,700 33,500 40,400 46,800 56,100 66,400 41,900 47,800 56,500 60,400 71,000 83,800

(cm4) 1,450 1,740 2,030 6,240 7,210 16,300 18,900 20,000 22,400 22 400 23,800 31,000 1,580 1,870 2,310 6,690 8,110 9,660 1,840 2,140 2,580 6,760 8,110 9,660

(cm4)

Moment of Inertia Ix Iy 16.7 16.8 16.9 16.7 16.9 16.6 17.3 16.7 17.5 17 5 16.8 17.7 18.5 18.6 18.9 18.6 18.9 19 20.3 20.5 20.7 20.4 20.8 20.9

cm 4.48 4.54 4.6 7.21 7.28 9.54 10.1 9.65 10.1 10 1 9.75 10.2 4.33 4.4 4.51 7.04 7.18 7.24 4.27 4.33 4.33 6.82 7.04 7.1

cm

Radius of Gyration rx ry 1,010 1,190 1,360 1,740 1,980 2,520 2,850 3,030 3,330 3 330 3,540 4,480 1,290 1,490 1,770 2,160 2,550 2,980 1,690 1,910 2,230 2,500 2,910 3,390

(cm3)

145 174 202 418 481 809 951 985 1,120 1 120 1,170 1,530 159 187 230 448 541 639 185 214 257 451 541 640

(cm3)


(TIS 1227 : 1996 / JIS G3192 : 1990)

596 600 606 612 582 588 594 692 700 792 800 900

*94.6 106 *120.0 *134.0 *137.0 151 *175.0 *166.0 185 *191.0 210 243

900 x 300

800 x 300

700 x 300

600 x 300

600 x 200

mm

kg/m

mm

H

Weight

Nominal Size 199 200 201 202 300 300 302 300 300 300 300 300

mm 10 11 12 13 12 12 12 13 13 14 14 16

mm 15 17 20 23 17 20 23 20 24 22 26 28

mm



22 22 22 22 28 28 28 28 28 28 28 28

mm

ระยะ r 120.5 134.4 152.5 170.7 174.5 192.5 222.4 211.5 235.5 235 5 243.4 267.4 309.8

(cm2)

Sectional Area

H-Sections

68,700 77,600 90,400 103,000 103,000 118,000 137,000 172,000 201,000 201 000 254,000 292,000 411000

(cm4) 1,980 2,280 2,720 3,180 7,670 9,020 10,600 9,020 10,800 10 800 9,930 11,700 12600

(cm4)

Moment of Inertia Ix Iy 23.9 24 24.3 24.6 24.3 24.8 24.9 28.6 29.3 29 3 32.3 33 36.4

cm 4.05 4.12 4.22 4.31 6.63 6.85 6.9 6.53 6.78 6 78 6.39 6.62 6.39

cm

Radius of Gyration rx ry 2,310 2,590 2,980 3,380 3,530 4,020 4,620 4,980 5,760 5 760 6,410 7,290 9140

(cm3)

199 228 271 314 511 601 701 602 722 662 782 843

(cm3)


(TIS 1227 : 1996 / JIS G3192 : 1990)

600 x 190

450 x 175

400 x 150

350 x 150

300 x 150

100 x 75 125 x 75 150 x 75 150 x 125 180 x 100 200 x 100 200 x 150 250 x 125

5 5.5 5.5 8.5 6 7 9 7.5 10 8 10 11.5 9 12 10 12.5 11 13 13 16

8 9.5 9.5 14 10 10 16 12.5 19 13 18.5 22 15 24 18 25 20 26 25 35

7 9 9 13 10 10 15 12 21 12 19 23 13 25 17 27 19 27 25 38

mm

mm

mm

HxB

mm

Sectional Dimension t1 t2 r1

Y

3.5 4.5 4.5 6.5 5 5 7.5 6 10.5 6 9.5 11.5 6.5 12.5 8.5 13.5 9.5 13.5 12.5 19

mm

r2 12.9 16.1 17.1 36.2 23.6 26 50.4 38.3 55.5 48.3 65.5 76.8 58.5 87.2 72 95.8 91.7 115 133 176

kg/m

(cm2) 16.43 20.45 21.83 46.15 30.06 33.06 64.16 48.79 70.73 61.58 83.47 97.88 74.58 111.1 91.73 122.1 116.8 146.1 169.4 224.5

Weight

Sectional Area


281 538 819 1760 1670 2,170 4,460 5,180 7,310 9,480 12,700 14,700 15,200 22,400 24,100 31,700 39,200 48,800 98,400 130,000

4

(cm )

(TIS 1227 : 1996 / JIS G3192 : 1990)

47.3 57.5 57.5 385 138 138 753 337 538 588 886 1,080 702 1,180 864 1,240 1,510 2,020 2,460 3,540

4

(cm )

= = = =

4.14 5.13 6.12 6.18 7.45 8.11 8.34 10.3 10.2 12.4 12.3 12.2 14.3 14.2 16.2 16.1 18.3 18.3 24,10 24.1

cm

1.7 1.68 1.62 2.89 2.14 2.05 3.43 2.63 2.76 3.09 3.26 3.32 3.07 3.26 3.07 3.18 3.6 3.72 3.81 3.97

cm

Radius of Gyration rx ry

I r Z A

56.2 86 109 235 186 217 446 414 585 632 849 978 870 1,280 1,200 1,580 1,740 2,170 3,280 4,330

3

(cm )

12.6 15.3 15.3 61.6 27.5 27.7 100 53.9 86 78.4 118 143 93.5 158 115 165 173 231 259 373

3

(cm )


Sectional Area

I C

I A

Ar2




I-Sections

5 5 5 6 6.5 9 7 7.5 8 9 11 9 10 12 10.5 13

50 x 25 75 x 40 100 x 50 125 x 65 150 x 75 150 x 75 180 x 75 200 x 80 200 x 90 250 x 90

380 x 100

300 x 90

t1

HxB 6 7 7.5 8 10 12.5 10.5 11 13.5 13 14.5 13 15.5 16 16 20

Dimensios (mm) t2 6 8 8 8 10 15 11 12 14 14 17 14 19 19 18 24

r1 3 4 4 4 5 7.5 5.5 6 7 7 8.5 7 9.5 9.5 9 12

r2 4.92 8.818 11.92 17.11 23.71 30.59 27.2 31.33 38.65 44.07 51.17 48.57 55.74 61.9 69.39 85.71

3.86 6.92 9.36 13.4 18.6 24 21.4 24.6 30.3 34.6 40.2 38.1 43.8 48.6 54.5 67.3

Sectional Weight Area (kg/m) 2 (cm )


16.8 75.3 188 424 861 1050 1380 1,950 2,490 4,180 4,680 6,440 7,410 7,870 14,500 17,600

Ix

(cm )

4

2.49 12.2 26 61.8 117 147 131 168 277 294 329 309 360 379 535 655

Iy

Moment of Inertia


= = = =

1.85 2.92 3.97 4.98 6.03 5.86 7.12 7.88 8.02 9.74 9.56 11.5 11.5 11.3 14.5 14.3

0.71 1.17 1.48 1.9 2.22 2.19 2.19 2.32 2.68 2.58 2.54 2.52 2.54 2.48 2.78 2.76

Radius of Gyration (cm) rx ry

I r Z A

6.73 20.1 37.6 67.8 115 140 153 195 249 334 374 429 494 525 763 926

Zx

(cm3) 1.48 4.47 7.52 13.4 22.4 28.3 24.3 29.1 44.2 44.5 49.9 45.7 54.1 56.4 70.5 87.8

Zy

Modulus of Section

Sectional Area

I C

I A

Ar2

(TIS 1227 : 1996 / JIS G3192 : 1990) (Grade SM400, SM490, SM520, SS400, SS490 or SS540)

Channels

125 x 175

125 x 125

100 x 200

100 x 150

100 x 100

50 x 100 62.5 x 125 75 x 100 75 x 150 87.5 x 175

Size mm

Nominal

H mm

50 62.5 74 75 87.5 99 100 97 100 100 104 124 125 122

kg/m

8.6 11.9 10.5 15.8 20.1 *9.1 10.7 15.3 24.9 *28.1 *32.8 *12.8 14.8 22.1

Weight

100 125 100 150 175 99 100 150 200 204 202 124 125 175

B mm 6 6.5 6 7 7.5 4.5 5.5 6 8 12 10 5 6 7

t1 mm

Sectional Dimension

8 9 9 10 11 7 8 9 12 12 16 8 9 11

t2 mm


10 10 11 11 12 11 11 13 13 13 13 12 12 16

ระยะ r mm

Sectional

10.95 15.16 13.42 20.07 25.61 11.59 13.58 19.51 31.77 35.77 41.85 16.34 18.83 28.12

( ) (cm

2

Area

(TIS 1227 : 1996 / JIS G3192 : 1990)

4

16.1 35 51.7 66.4 115 93.8 114 125 184 256 251 208 248 289

((cm )

Ix 4

66.9 147 75.3 282 492 56.8 67 254 801 851 1,100.00 127 147 492

((cm )

Iy

Moment of Inertia


= = = =

1.21 1.52 1.96 1.82 2.12 2.84 2.9 2.53 2.41 2.67 2.45 3.57 3.36 3.2

rx cm

2.47 3.11 2.37 3.75 4.38 2.21 2.22 3.61 5.02 4.88 5.13 2.79 2.79 4.18

ry cm

Radius of Gyration

I r Z A

4.03 6.91 8.84 10.8 15.9 12.1 4.8 15.8 22.3 32.4 29.5 21.3 25.6 29.1

(cm ( )

3

Zx

13.4 23.5 15.1 37.6 56.2 11.5 13.4 33.8 80.1 83.4 109 20.5 23.5 56.3

((cm3)

Zy

Modulus of Section

Sectional Area

I C

I A

Ar2


T-Section (Cut from H-Section)

1 1.19 11.55 1.37 1.55 2.14 2.29 1.79 1.73 2.09 1.91 2.68 2.78 2.27

((cm3)

Center of Gravity Cx

200 x 200

175 x 350

175 x 250

175 x 175

150 x 300

150 x 200

150 x 150

125 x 250

Size mm

Nominal

H mm

122 124 125 125 149 150 147 149 147 149 150 150 152 173 175 168 170 169 172 172 175 175 198 200

kg/m

*32.2 *33.2 36.2 *41.1 *16.0 18.4 28.4 *32.7 *42.3 *43.5 47 *52.9 *52.9 *20.7 24.8 *34.6 39.8 *53.1 *57.3 *65.4 68.2 *77.9 *28.3 33

Weight

252 249 250 255 149 150 200 201 302 299 300 305 301 174 175 249 250 351 348 354 350 357 199 200

B mm 11 8 9 14 5.5 6.5 8 9 12 9 10 15 11 6 7 8 9 13 10 16 12 19 7 8

t1 mm

Sectional Dimension

11 13 14 14 8 9 12 14 12 14 15 15 17 9 11 12 14 13 16 16 19 19 11 13

t2 mm


16 16 16 16 13 13 18 18 18 18 18 18 18 14 14 20 20 20 20 20 20 20 16 16

ระยะ r mm 41.03 42.35 46.09 52.34 20.4 23.39 36.19 41.68 53.83 55.4 59.89 67.39 67.41 26.34 31.57 44.08 50.76 67.63 73 83.32 86.94 99.19 36.08 42.06

(cm )

2

Area

Sectional

445 364 412 589 393 464 572 662 858 715 798 1,110.00 903 679 815 881 1,020.00 1,420.00 1,230.00 1,800.00 1,520.00 2,200.00 1,190.00 1,400.00

(cm4)

Ix 1,470.00 1,670.00 1,820.00 1,940.00 221 254 802 949 2,760.00 3,120.00 3,380.00 3,550.00 3,870.00 396 492 1,540.00 1,830.00 4,690.00 5,620.00 5,920.00 6,790.00 7,220.00 723 868

(cm4)

Iy 3.29 2.93 2.99 3.36 4.39 4.45 3.97 3.99 3.99 3.59 3.65 4.05 3.66 5.08 5.08 4.47 4.48 4.59 4.11 4.65 4.18 4.71 5.76 5.76

rx cm 5.98 6.29 6.29 6.09 3.29 3.29 4.71 4.77 7.16 7.51 7.51 7.26 7.57 3.88 3.95 5.92 6 8.33 8.78 8.43 8.84 8.53 4.48 4.54

ry cm

Radius of Gyration

45.3 34.9 39.5 59.4 33.8 40 48.2 55.2 72.3 57 63.7 92.5 71.4 50 59.3 64 73.1 104 84.7 131 104 158 76.4 88.6

(cm3)

Zx

117 134 146 152 29.7 33.8 80.2 94.9 183 209 225 233 257 45.5 56.2 124 146 267 323 335 388 404 72.7 86.8

(cm3)

Zy

Modulus of Section

(TIS 1227 : 1996 / JIS G3192 : 1990)

Moment of Inertia


2.39 1.98 2.08 2.58 3.26 3.41 2.83 2.91 3.84 2.36 2.47 2.03 2.55 3.71 3.75 3.02 3.09 3.21 2.67 3.4 2.86 3.59 4.17 4.23

(cm3)


300 x 300

300 x 200

250 x 300

250 x 200

255 x 300

225 x 200

200 x 400

200 x 300

Size mm

Nominal

H mm

193 195 194 197 197 200 200 207 223 225 217 220 248 250 253 241 244 298 300 303 306 291 294 297

kg/m

*47.1 53.4 *70.0 *73.3 *84.1 85.8 *98.4 *116.0 *33.1 38 *53.0 61.8 *39.7 44.8 *51.5 *57.1 64.2 *47.3 52.8 *59.8 *67.0 *68.5 75.6 *87.3

Weight

299 300 402 398 405 400 408 405 199 200 299 300 199 200 201 300 300 199 200 201 202 300 300 302

B mm 9 10 15 11 18 13 21 18 8 9 10 11 9 10 11 11 11 10 11 12 13 12 12 14

t1 mm

Sectional Dimension

14 16 15 18 18 21 21 28 12 14 15 18 14 16 19 15 18 15 17 20 23 17 20 23

t2 mm


22 22 22 22 22 22 22 22 18 18 24 24 20 20 20 26 26 22 22 22 22 28 28 28

ระยะ r mm 60.05 67.98 89.23 93.41 107.2 109.3 125.3 147.7 42.15 48.38 67.52 78.69 50.64 57.12 65.65 72.76 81.76 60.23 67.21 76.24 85.33 87.24 96.24 111.2

(cm )

2

Area

Sectional 4

1,530.00 1,730.00 2,480.00 2,050.00 3,050.00 2,480.00 3,650.00 3,620.00 1,880.00 2,160.00 2,350.00 2,680.00 2,840.00 3,210.00 3,670.00 3,420.00 3.620.0 5,190.00 5,810.00 6,570.00 7,340.00 6,360.00 6,710.00 7,920.00

(cm )

Ix 4

3,120.00 3,600.00 8,130.00 9,460.00 9,980.00 11,200.00 11,900.00 15,500.00 790 936 3,350.00 4,060.00 922 1,070.00 1,290.00 3,380.00 4,060 989 1,140.00 1,360.00 1,590.00 3,830.00 4,510.00 5,290.00

(cm )

Iy 5.04 5.05 5.27 4.68 5.34 4.76 5.4 4.95 6.67 6.68 5.89 5.84 7.49 7.5 7.48 6.85 6.66 9.29 9.3 9.28 9.27 8.54 8.35 8.44

rx cm 7.21 7.28 9.54 10.1 9.65 10.1 9.75 10.2 4.33 4.4 7.04 7.68 4.27 4.33 4.43 6.82 7.07 4.05 4.12 4.22 4.31 6.63 6.85 6.9

ry cm

Radius of Gyration

95.5 108 158 123 193 147 229 213 109 124 133 149 150 169 190 178 184 236 262 292 322 280 288 339

(cm )

3

Zx

209 240 404 475 493 560 584 776 79.4 93.6 224 270 92.6 107 128 225 70 99.4 114 135 157 256 301 350

(cm3)

Zy

Modulus of Section

(TIS 1227 : 1996 / JIS G3192 : 1990)

Moment of Inertia


3.33 3.41 3.7 3.01 3.89 3.21 4.07 3.68 5.1 5.15 4.04 4.05 5.9 5.96 5.95 4.92 4.66 7.79 7.84 7.79 7.79 6.39 6.08 6.33

(cm3)


400 x 300

350 x 300

Size mm

Nominal

H mm

346 350 396 400

kg/m

*83.0 92.4 *95.6 105

Weight

300 300 300 300

B mm 13 13 14 14

t1 mm

Sectional Dimension

20 24 22 26

t2 mm


28 28 28 28

ระยะ r mm 105.7 117.7 121.7 133.7

(cm )

2

Area

Sectional

11,300.00 12,000.00 17,100 18,800

(cm4)

Ix 4,510.00 5,410.00 4,960.00 5,860.00

(cm4)

Iy 10.3 10.1 12.1 11.9

rx cm 6.53 6.78 6.38 6.62

ry cm

Radius of Gyration

425 438 593 610

(cm3)

Zx

301 361 331 391

(cm3)

Zy

Modulus of Section

(TIS 1227 : 1996 / JIS G3192 : 1990)

Moment of Inertia


7.99 7.55 9.66 9.18

(cm3)


65 x 65

60 x 60

50 x 50

45 x 45

40 x 40

30 x 30

25 x 25

AxB

3 5 3 5 3 4 5 6 4 5 3 4 5 6 4 5 5 6 8

4 3.5 4 5 4.5 6 4.5 6 6.5 6.5 7 6.5 6.5 6.5 6.5 6.5 8.5 8.5 8.5

Dimensions (mm) t r1

2 2.4 2 2.4 2 2.4 3 2.4 3 3 2.4 3 3 4.5 3 3 3 4 6

1.427 2.26 1.727 2.78 2.336 3.08 3.755 4.48 3.492 4.302 2.96 3.892 4.802 1.5 4.692 5.802 6.367 7.527 9.761

1.12 1.77 1.36 2.18 1.83 2.42 2.95 3.52 2.74 3.38 1.3 3.06 3.77 5.644 3.68 4.55 5 5.91 7.66

Sectional Weight Area (kg/m) (cm2) r2 Ix

0.797 1.2 1.42 2.16 3.53 4.47 5.42 6.31 6.5 7.91 6.86 9.06 11.1 4.43 16 19.6 25.3 29.4 36.8


1.26 1.89 2.26 3.41 5.6 7.09 8.59 9.98 10.3 12.5 10.8 14.4 17.5 12.6 25.4 31.2 4.1 46.6 58.3

Iv

0.332 0.52 0.59 0.92 1.46 1.85 2.25 2.65 2.7 3.29 2.88 3.76 4.58 20 6.62 8.09 10.5 12.2 15.3


Moment of Inertia (cm4) Iy Iu 0.797 1.2 1.42 2.16 3.53 4.47 5.42 6.31 6.5 7.91 6.86 9.06 11.1 12.6 16 19.6 25.3 29.4 36.8

(TIS 1227 : 1996 / JIS G3192 : 1990)

0.747 0.73 0.908 0.88 1.23 1.21 1.2 1.19 1.36 1.36 1.52 1.53 1.52 5.23 1.85 1.84 1.99 1.98 1.94

0.747 0.73 0.908 0.88 1.23 1.21 1.2 1.19 1.36 1.36 1.52 1.53 1.52 1.5 1.85 1.84 1.99 1.98 1.94

= = = =

0.94 0.91 1.14 1.11 1.55 1.52 1.51 149 1.72 1.71 1.91 1.92 1.91 1.88 2.33 2.32 2.51 2.49 2.44

0.433 0.43 0.585 0.57 0.79 0.78 0.774 0.77 0.88 0.874 0.99 0.983 0.976 0.963 1.19 1.18 1.28 1.27 1.25

Sectional Area

I C

I A

Ar2

Radius of Gyration (cm) rx ry ru rv

I r Z A

0.448 0.45 0.661 1.04 1.21 1.55 1.91 2.26 2 2.46 1.86 2.49 3.08 3.55 3.66 4.52 5.35 6.26 7.96

0.448 0.45 0.661 1.04 1.21 1.55 1.91 2.26 2 2.46 1.86 2.49 3.08 3.55 3.66 4.52 5.35 6.26 7.96

0.719 0.8 0.844 0.92 1.09 1.12 1.17 1.2 1.24 1.28 2.33 1.37 1.41 1.44 1.61 1.66 1.77 1.81 1.88

0.719 0.8 0.844 0.92 1.09 1.12 1.17 1.2 1.24 1.28 1.31 1.37 1.41 1.44 1.61 1.66 1.77 1.81 1.88

Modulus of Section Distance of Center (cm3) of gravity (cm) Zx Zy Cx Cy


Equal Angle

250 x 250

200 x 200

175 x 175

150 x 150

130 x 130

120 x 120

100 x 100

90 x 90

80 x 80

75 x 75

70 x 70

AxB

6 6 9 12 6 6 7 10 12 13 7 10 12 13 8 9 12 15 12 15 19 12 15 15 20 25 25 35

8.5 8.5 8.5 8.5 8.5 10 10 10 11 10 10 10 12 10 12 12 12 12 14 14 14 15 15 17 17 17 24 24

Dimensions (mm) t r1

4 4 6 6 4 5 5 7 4.8 7 5 7 4.8 7 5 6 8.5 8.5 7 10 10 11 11 12 12 12 12 18

8.127 8.727 12.69 16.56 9.327 10.55 12.22 17 20.3 31.71 13.62 19 22.7 24.31 18.76 22.74 29.76 36.75 34.77 42.74 53.38 40.52 50.21 57.75 76 93.75 119.4 162.6

6.38 6.85 9.69 13 7.32 8.28 9.59 13.3 15.9 17 10.7 14.9 17.8 19.1 14.7 17.9 23.4 28.8 27.3 33.6 41.9 31.8 39.4 45.3 59.7 73.6 93.7 128

Sectional Weight Area (kg/m) (cm2) r2 Ix

37.1 46.1 64.4 81.9 56.4 80.7 93 125 148 156 129 175 207 220 258 366 467 568 740 888 1,090 1,170 1,440 2,180 2,820 3,420 6,950 9,110

37.1 46.1 64.4 81.9 56.4 80.7 93 125 148 156 129 175 207 220 258 366 467 568 740 888 1,090 1,170 1,440 2,180 2,820 3,420 6,950 9,110

58.9 73.2 102 129 89.6 128 148 199 234 248 205 278 328 348 410 583 743 902 1,180 1,410 1,370 1,860 2,260 3,470 4,490 5,420 11,000 14,400

Iv

15.3 19 26.7 34.5 23.2 33.4 38.3 51.7 61.7 65.3 53.2 72 85.7 91.1 106 150 192 234 304 365 451 480 589 891 1,160 1,420 2,860 3,790

Equal Angle

Moment of Inertia (cm4) Iy Iu

ตารางที่ ก.6 (ตอ)

2.14 2.3 2.25 2.22 2.46 2.77 2.76 2.71 2.7 2.68 3.03 3.04 3.02 3 3.71 4.01 3.96 3.93 4.61 4.56 4.52 5.38 5.35 6.14 6.09 60.4 7.63 7.49

2.14 2.3 2.25 2.22 2.46 2.77 2.76 2.71 2.7 2.68 3.08 3.04 3.02 3 3.71 4.01 3.96 3.93 4.61 4.56 4.52 5.38 5.35 6.14 6.09 60.4 7.63 7.49

2.69 2.9 2.84 2.79 3.1 3.48 3.48 3.42 3.4 3.38 3.88 3.83 3.8 3.78 4.67 5.06 5 4.95 5.82 5.75 0.69 6.78 6.75 7.75 7.68 7.61 9.62 9.42

1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.75 1.73 1.98 1.95 1.94 12.94 2.38 2.57 2.54 2.53 2.96 2.92 2.91 3.44 3.72 3.92 3.9 3.88 4.9 4.83

Radius of Gyration (cm) rx ry ru rv 7.33 8.74 12.1 15.7 9.7 12.3 14.2 19.5 23.3 24.8 17.7 24.4 29.1 31.1 29.5 38.7 49.9 61.5 68.1 82.6 103 91.8 114 150 197 242 388 519

7.33 8.74 12.1 15.7 9.7 12.3 14.2 19.5 23.3 24.8 17.7 24.4 29.1 31.1 29.5 38.7 49.9 61.5 68.1 82.6 103 91.8 114 150 197 242 388 519

1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.66 2.69 2.71 2.82 2.9 2.94 3.24 3.53 3.64 3.76 4.14 4.24 4.4 4.73 4.85 5.46 5.67 5.86 7.1 7.45

1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.66 2.69 2.71 2.82 2.9 2.94 3.24 3.53 3.64 3.76 4.14 4.24 4.4 4.73 4.85 5.46 5.67 5.86 7.1 7.45

Modulus of Section Distance of Center (cm3) of gravity (cm) Zx Zy Cx Cy

(TIS 1227 : 1996 / JIS G3192 : 1990)

t

9 7 10 7 10 13 10 13 9 12 9 12 15

AxB

90 x 75 100 x 75 100 x 75 125 x 75 125 x75 125 x 75 125 x 90 125 x 90 150 x 90 150 x 90 150 x 100 150 x 100 150 x 100

(mm)

8.5 10 10 10 10 10 10 10 12 12 12 12 12

r1

Dimensions

6 5 7 5 7 7 7 7 6 8.5 6 8.5 8.5

r2

14.04 11.87 16.5 13.62 19 24.31 20.5 26.26 20.94 27.36 21.84 28.56 32.25

(cm2) 11 9.32 13 10.7 14.9 19.1 16.1 20.6 16.4 21.5 17.1 22.4 27.7

Sectional Weight Area (kg/m) 0.676 0.548 0.543 0.362 0.357 0.352 0.505 0.501 0.361 0.357 0.439 0.435 0.431

tan


109 118 159 219 299 376 318 401 485 619 502 642 782

Ix 63.1 56.9 76.1 60.4 80.8 101 138 173 133 167 181 223 276

Iy 143 144 194 243 330 415 380 477 537 685 579 733 897

Iu

Moment of Inertia (cm4) 34.1 30.8 41.3 36.4 49 61.9 76.2 96.3 80.4 102 104 132 161

Iv


UnEqual Angle

2.78 3.15 3.11 4.01 3.96 3.93 3.94 3.91 4.81 4.76 4.79 4.74 4.71

rx

I r Z A

2.2 2.19 2.15 2.11 2.06 2.04 2.59 2.57 2.52 2.47 2.88 2.83 2.8

ry 3.19 3.49 3.43 4.23 4.17 4.13 4.3 4.26 5.06 5 5.15 5.09 5.04

ru

1.56 1.61 1.58 1.64 1.61 1.6 1.93 1.91 1.96 1.93 2.18 2.15 2.14

rv

Sectional Area

I C

I A

Ar2

Radius of Gyration (cm)

= = = =

17.4 17 23.3 26.1 36.1 46.1 37.2 47.5 48.2 62.3 49.1 63.4 78.2

Zx

12.4 10 13.7 10.3 14.1 17.9 20.3 25.9 19 24.3 23.5 30.1 37

Zy

Modulus of Section (cm3)

(TIS 1227 : 1996 / JIS G3192 : 1990)

2.75 3.06 3.17 4.1 4.22 4.35 3.95 4.07 4.95 5.07 4.76 4.88 5

Cx

2 1.83 1.94 1.64 1.75 1.87 2.22 2.34 1.99 2.1 2.3 2.41 2.53

Cy

Distance of Center of gravity (cm)

120 x 40 x 20 120 x 60 x 20 120 x 60 x 25

100 x 50 x 20

90 x 48 x 20

60 x 30 x 10 75 x 35 x 15 75 x 45 x 15

(mm.) AxBxC

2.3 2.3 2.3 3.2 2.3 4.5 4 3.2 2.3 3.2 3.2 4.5

t

Sectional Dimensional

2.872 3.677 4.137 6.367 4.712 9.469 8.548 7.007 5.172 7.007 8.287 11.72

Sectional Area (cm2) A 2.25 2.89 3.25 5 3.7 7.43 6.71 15.5 4.06 5.5 6.51 9.2

(kg/m)

Weight

0 0 0 0 0 0 0 0 0 0 0 0

Cx

Cy

1.06 1.29 1.72 1.72 1.73 1.86 1.86 1.86 1.86 1.32 2.12 2.25

Distance from CG. (cm)


15.6 31 37.1 76.9 58.6 139 127 107 80.7 144 186 252

3.32 6.58 11.8 13.3 14.2 30.9 28.7 24.5 19 15.3 40.9 58

Iy 2.33 2.91 3 3.48 3.53 3.82 3.85 3.9 3.95 4.53 4.74 4.63

rx

1.07 1.34 1.69 1.69 1.74 1.81 1.83 1.87 1.92 1.48 2.22 2.22

ry

(cm)

(cm4)

Ix

Radius of Gyration

I r Z A Sectional Area

I C

I A

Ar2

5.2 8.28 9.9 17.1 13 27.7 25.4 21.3 16.1 24 31 41.9

Zx

(cm3)

1.71 2.98 4.24 6.57 5.11 9.82 9.13 7.81 6.06 5.71 10.5 15.5

Zy

Modulus of Section

= = = =

(TIS 1228 : 2006 / JIS G3192 : 1990)

Moment of Inertia


Light Lip Channel

2.5 3.1 4 4.1 4.1 4.3 4.3 4.4 4.4 3.4 4.9 5.3

Sx

(cm)

0 0 0 0 0 0 0 0 0 0 0 0

Sy

Shear Distance

250 x 75 x 25

200 x 75 x 25

200 x 75 x 20

150 x 75 x 25

150 x 75 x 20

150 x 65 x 20

150 x 50 x 20

125 x 50 x 20

(mm.) HxAxC

4.5 4 3.2 4.5 3.2 4 3.2 4.5 4 3.2 4.5 4 3.2 4.5 4 3.2 4.5 4 3.2 4.5

t

Sectional Dimensional

10.59 9.548 7.807 11.72 8.607 11.75 9.567 13.97 12.55 10.21 14.42 12.95 10.53 16.22 14.55 11.81 16.67 14.95 12.13 18.92

Sectional Area (cm2)

8.32 7.5 6.13 9.2 6.76 9.22 7.51 11 9.85 8.01 11.3 10.2 8.27 12.7 11.4 9.27 13.1 11.7 9.52 14.9

(kg/m)

Weight

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cx

Cy

1.68 1.68 1.68 1.54 1.54 2.11 2.11 2.5 2.51 2.51 2.65 2.65 2.66 2.19 2.19 2.19 2.32 2.32 2.33 2.07

Distance from CG. (cm) 238 217 181 368 280 401 332 489 445 366 501 455 375 963 871 716 990 895 736 1690

33.5 33.1 26.6 35.7 28.3 63.7 53.8 99.2 91 76.4 109 99.8 83.6 109 100 84.1 121 110 92.3 129

Iy 4.74 4.77 4.82 5.6 5.71 5.84 5.89 5.92 5.95 5.99 5.9 5.93 5.97 7.71 7.74 7.79 7.61 7.74 7.7 9.44

rx 1.78 1.81 1.85 1.75 1.81 2.33 2.37 2.66 2.69 2.74 2.75 2.78 2.82 2.6 2.62 2.67 2.69 2.72 2.76 2.62

ry

(cm)

(cm4)

Ix

Radius of Gyration

Light Lip Channel

Moment of Inertia


33 34.7 29 49 37.4 53.5 44.3 65.2 59.3 48.9 66.9 60.6 50 96.3 87.1 71.6 99 89.5 73.6 135

Zx

(cm3) 10 9.38 8.02 10.5 8.19 14.5 12.2 19.8 18.2 15.3 22.5 20.6 17.3 20.6 18.9 15.8 23.3 21.3 17.8 23.8

Zy

Modulus of Section

4 4 4 3.7 3.8 5 5.1 6 5.8 5.1 6.3 6.3 6.4 5.3 5.3 5.4 5.6 5.7 5.7 5.1

Sx

(cm)

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sy

Shear Distance

(TIS 1228 : 2006 / JIS G3192 : 1990)

D mm 21.7 27.2 34 42.7

48.6

60.5

76.3

1/2 (15)

3/4 (20)

1 (25)

1 1/4 (32)

1 1/2 (40)

2(50)

2 1/2 (65)

2 2 2.3 2.3 2.3 2.5 2.3 2.5 2.8 3.2 2.3 3.2 4 2.8 3.2 4

T mm

Outside Diameter Thickness

Nominal dimention DN in (mm) 0.97 1.24 1.41 1.8 2.29 2.48 2.63 2.84 3.16 3.58 3.3 4.52 5.57 5.08 5.77 7.13

W kg./m 2

1.24 1.58 1.8 2.29 2.92 3.16 3.35 3.62 4.03 4.56 4.21 5.76 7.1 6.47 7.35 9.09

cm

A

Calculate Weight Cross Sectional Area


= = = =

0.61 1.26 1.41 2.89 5.97 6.4 8.99 9.65 10.6 11.8 17.8 23.7 28.5 43.7 49.2 59.5

cm4

0.56 0.93 1.03 1.7 2.8 3 3.7 3.97 4.36 4.86 5.9 7.84 9.41 11.5 12.9 15.6

cm3

Geometrical Modulus of Moment of Inertia Section I Z

I r Z A

0.7 0.89 0.88 1.12 1.43 1.42 1.64 1.63 1.62 1.61 2.06 2.03 2 2.6 2.59 2.58

Radius of Gyration r cm

Sectional Area

I C

I A

Ar2

Carbon Steel Pipe

(TIS 1228 : 2006 / JIS G3192 : 1990)


D mm 89.1 101.6 114 3 114.3

139.8

165.2

216.3

3 (80)

3 1/2 (90)

4 (100)

5 (125)

6 (150)

8 (200)

W kg./m 5.96 6.78 7.76 9.63 8.77 9 58 9.58 12.2 12.1 13.4 15 19.8 17.8 19.8 23.6 27.7 23.5 30.1 36.1 42.1

2.8 3.2 3.2 4 3.2 35 3.5 4.5 3.6 4 4.5 6 4.5 5 6 7.1 4.5 5.8 7 8.2

2

7.59 8.64 9.89 12.26 11.17 12 18 12.18 15.52 15.4 17.07 19.13 25.22 22.72 25.16 30.01 35.26 29.94 38.36 46.03 53.61

cm

A

Calculate Weight Cross Sectional Area

T mm

Outside Diameter Thickness

Nominal dimention DN in (mm) 70.7 79.8 120 146 172 187 234 357 394 438 566 734 808 952 1,100.00 1,680.00 2,130.00 2,520.00 2,910.00

cm4 15.9 17.9 23.6 28.8 30.2 32 7 32.7 41 51.1 56.3 62.7 80.2 88.9 97.8 115 134 155 197 233 269

cm3

Geometrical Modulus of Moment of Inertia Section I Z 3.05 3.04 3.48 3.45 3.93 3 92 3.92 3.89 4.82 4.8 4.79 4.74 5.68 5.67 5.63 5.6 7.49 7.45 7.4 7.36

Radius of Gyration r cm

Carbon Steel Pipe

(TIS 1228 : 2006 / JIS G3192 : 1990)


1

2x2

50 x 50

38 x 38

1 2

2

32 x 32

1 x 11 4 4

x 11

25 x 25

1x1

1

mm 2 2.3 2.6 3.2 2.3 3.2 2.3 3.2 1.6 2 2.3 3.2 3.6 4 5

T mm

DxD

in

Thickness

Side Length

11.36 36 1.53 1.65 1.91 2.04 2.69 2.47 3.29 2.38 2.91 3.34 4.5 4.9 5.35 6.39

Calculate Weight W kg./m

I r Z A

= = = =

11.74 74 1.97 2.1 2.44 2.6 3.42 3.15 4.19 3.03 3.7 4.25 5.73 6.24 6.81 8.14

cm2 11.48 48 1.61 1.63 1.75 3.71 4.54 6.54 8.18 11.7 13.9 15.9 20.4 21.4 22.9 25.7

cm4

11.19 19 1.29 1.31 1.4 2.32 2.84 3.44 4.3 4.68 5.57 6.34 8.16 8.58 9.15 10.3

cm3

Modulus of Cross Sectional Geometrical Section Area Moment of Inertia A Ix = Iy Zx = Zy


00.92 92 0.9 0.88 0.85 1.2 1.15 1.44 1.4 1.96 1.94 1.93 1.89 1.85 1.83 1.78

Radius of Gyration rx = ry cm

Sectional Area

I C

I A

Ar2

Square Tube

(TIS 1228 : 2006 / JIS G3192 : 1990)


mm 75 x 75

100 x 100

125 x 125

150 x 150

3x3

4x4

5x5

6x6

2.3 3.2 4 4.5 2.3 3.2 4 4.5 6 3.2 4.5 5 6 4.5 5 6 6.3

T mm

DxD

in

Thickness

Side Length

5.14 7.01 8.59 9.55 6.95 9.52 11.7 13.1 17 12 16.6 18.3 21.7 20.1 22.3 26.4 27.4

Calculate Weight W kg./m 6.55 8.93 10.95 12.17 8.85 12.13 14.95 16.67 21.63 15.33 21.17 23.36 27.63 25.67 28.36 33.63 34.8

cm2 57.1 75.5 90.2 98.6 140 187 226 249 311 376 506 553 641 896 982 1,150.00 1,174.00

cm4 15.2 20.1 24.1 26.3 27.9 37.5 45.3 49.9 62.3 60.1 80.9 88.4 103 120 131 153 156

cm3

2.95 2.91 2.87 2.85 3.97 3.93 3.89 3.87 3.79 4.95 4.89 4.86 4.82 5.91 5.89 5.84 5.8

Radius of Gyration rx = ry cm

Square Tube

(TIS 1228 : 2006 / JIS G3192 : 1990) Cross Sectional Modulus of Moment of Inertia Area Section A Ix = Iy Zx = Zy


75 x 38

75 x 45

100 x 50

1 4

3 4

31

31

4x2

50 x 25

2x1

2 2.3 3.2 3.6 2.3 3.2 1.6 2.3 3.2 2 2.3 3.2 3.6 4 4.5

T mm

DxB

mm

Thickness

Side Length

in

D

B

2.12 2.44 3.24 3.48 3.81 5.15 2.88 4.06 5.5 4.48 5.14 7.01 7.72 8.59 9.55

2.7 3.1 4.13 4.44 4.85 5.15 3.67 5.17 7.01 5.7 6.55 8.93 9.84 10.95 12.17

Calculate Cross Sectional Weight Area W A kg./m cm2

I r Z A

4

4

8.17 9.31 11.6 11.7 34.6 45 28.4 38.9 50.8 74.1 84.8 112 121 142 147

2.76 3.1 3.8 3.86 12 15.4 12.9 17.6 22.8 25.5 29 38 40.9 46.7 48.9

cm

Iy

Ix

Moment of Inertia

Moment of Inertia Radius of Gyratio Modulus of Sectio

cm

Rectangular Tube

Sectional Area

I C

I A

Ar2

3.27 3.72 4.65 4.7 9.23 12 7.56 10.4 13.5 14.8 17 22.5 24.1 28.4 29.3

cm

3

Zx

2.2 2.48 3.04 3.09 6.3 8.09 5.75 7.82 10.1 10.2 11.6 15.2 16.3 18.7 19.5

cm

3

Zy

Modulus of Section

= = = =

(TIS 1228 : 2006 / JIS G3192 : 1990)


1.74 1.68 1.68 1.63 2.67 2.62 2.78 2.74 2.69 3.61 3.6 3.55 3.5 3.55 3.47

rx cm

1.01 0.96 0.96 0.93 1.57 1.53 1.88 1.84 1.8 2.11 2.1 2.06 2.04 2.03 2

ry cm

Radius of Gyration

mm

125 x 75

150 x 50

200 x 100

in

5x3

6x2

8x4

DxB

Side Length

Rectangular Tube

2.3 3.2 4 4.5 6 3.2 4.5 6.3 4.5 6 6.3

6.95 9.52 11.7 13.1 17 9.63 13.5 18.77 20.1 26.4 27.4

8.85 12.13 14.95 16.67 21.63 12.13 17.03 22.84 25.67 33.63 34.8

192 257 311 342 428 314.92 423.93 536.98 1,330.00 1,700.00 1,739.00

87.5 117 141 155 192 55.71 75.75 93.65 455 577 591

30.6 41.1 49.7 54.8 68.5 42.61 53.35 72.76 133 170 174

23.3 31.1 37.5 41.2 51.1 22.61 29.82 36.87 90.9 115 118

(TIS 1228 : 2006 / JIS G3192 : 1990) Calculate Cross Sectional Moment of Inertia Modulus of Section Thickness Weight Area T W A Ix Iy Zx Zy mm kg./m cm2 cm4 cm4 cm3 cm3


4.65 4.6 4.56 4.53 4.45 5.16 5.05 4.93 7.2 7.12 7.06

rx cm

3.14 3.1 3.07 3.04 2.98 2.17 2.11 2.03 4.21 4.14 4.12

ry cm

Radius of Gyration

SP - IV

SP - III

Section

h mm in 125 4.92 170 6.69

w

mm

in

400 15.7 400 15.7

Dimensions

13 0.152 15.5 0.61

in

mm

t

lbs/ft

in2 60 40.3 76.1 51.1

kg/m

(cm2) 76.42 11.85 96.99 15.03

per pile il

150 30.7 190 38.9

lbs/ft

per wall width kg/m

Weight

per pile il

Sectional Area

2,220.00 53.3 4,670.00 112

in4

(cm4)

il per pile

16,800 123 38,600 283

in/ft

(cm4/m)

per wall width

Moment of Inertia

223 13.6 362 22.1

in3

(cm3)

il per pile

1,340.00 24.9 2,270.00 42.2

in3/ft

(cm3/m)

per wall width

Section Modulus

(TIS 1390 : 1996 / JIS A5228 : 1988) Hot Rolled Steel Sheet Pile (Grade SY295 or SY390)

ตารางที่ ก. 12 Sheet Piles

150

120

100

80

60

H

A 30 30 40 40 40 50 50 40 50 50 50 75 75 75

(mm)

Dimensios

B 30 30 40 40 40 50 50 40 50 50 50 75 75 75

Thickn Sectional Area (mm) (cm2) A t 1.836 1.6 2.586 2.3 3.506 2.3 3.966 2.3 5.423 3.2 4.426 2.3 6.063 3.2 6.063 3.2 5.576 2.3 7.663 3.2 10.58 4.5 11.47 4.0 12.83 4.5 16.82 6.0

Light Channels

Cx 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1.44 2.03 2.75 3.11 4.26 3.47 4.76 4.76 4.36 6.02 8.31 9.00 10.10 13.20

(cm)

0.82 0.86 1.11 0.99 1.03 1.36 1.40 0.94 1.10 1.14 1.20 2.06 2.08 2.15

Cy

= = =

=

10.30 14.20 34.90 58.90 78.60 69.90 93.60 122.00 181.00 244.00 329.00 404.00 448.00 573.00

Ix

(cm4) 1.64 2.27 5.56 5.96 7.99 11.10 14.90 8.43 12.50 16.90 22.60 64.20 71.40 91.90

Iy

Moment of Inertia

r Z A

Radius of Gyration Modulus of Section

Distance from CG.

I

Moment of Inertia I A

2.37 2.34 3.16 3.85 3.81 3.97 3.93 4.48 5.69 5.64 5.58 5.93 5.91 5.84

rx

(cm)

0.95 0.94 1.26 1.23 1.21 1.58 1.57 1.18 1.50 1.48 1.47 2.36 2.36 2.34

ry

Radius of Gyration

Sectional Area

I C

2

Ar

3.45 4.72 8.73 11.80 15.70 14.00 18.70 20.30 24.10 32.50 43.90 53.90 59.80 76.40

Zx

(cm3) 0.75 1.06 1.92 1.98 2.69 3.04 4.15 2.75 3.20 4.37 5.99 11.80 13.20 17.20

Zy

Modulus of Section

(TIS 1228 : 2006 / JIS G3192 : 1990)

เหล็กรางพับ (Light Channels) เปนเหล็กโครงสรางรูปพรรณขึ้นรูปเย็น เหมาะสําหรับงานโครงสรางขนาดเล็ก

(kg/m)

Weight


1.80 1.80 2.40 2.20 2.20 3.10 3.10 2.10 2.60 2.60 2.60 4.60 4.60 4.60

Sx

(cm)

0 0 0 0 0 0 0 0 0 0 0 0 0 0

Sy

Shear Distance

250

200

H

A 50 50 50 75 50 50 75

(mm)

Dimensios

B 50 50 50 75 50 50 75

Thickn Sectional Area (mm) (cm2) A t 3.2 9.263 4.0 11.47 4.5 12.83 6.0 19.82 4.0 13.47 4.5 15.08 6.0 22.82 (kg/m) 7.27 9.00 10.10 15.60 10.60 11.80 17.90

Weight

ตารางที ก. 13 (ตอ)

Cx 0 0 0 0 0 0 0

(cm) Cy 0.97 1.00 1.03 1.87 0.88 0.91 1.66

Distance from CG.

Ix 490 600 666 1130 1050 1160 1940

(cm4) Iy 18.2 22.2 24.6 101.0 23.3 25.9 107.0

rx 7.28 7.23 7.20 7.56 8.81 8.78 9.23

(cm) ry 1.40 1.39 1.38 2.25 1.32 1.31 2.17

Radius of Gyration

Zx 49.00 60.00 66.60 113.00 83.70 93.00 155.00

(cm3) Zy 4.51 5.55 6.19 17.90 5.66 6.31 18.40

Modulus of Section

(TIS 1228 : 2006 / JIS G3192 : 1990)

Moment of Inertia

Light Channels

Sx 2.30 2.20 2.20 4.10 2.00 2.00 3.70

(cm) Sy 0 0 0 0 0 0 0

Shear Distance

Steel Table - TumCivil.com

Recommend Documents