80747511 tabel-profil

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Page 1: 80747511 tabel-profil

WF

Page 1

Wide Flange Shapes

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)

280.8 912 302 18 34 357.28 486,151 15,649 36.89 6.62 10,661 1,036

900 X 300 238.2 900 300 16 28 303.04 399,633 12,629 36.31 6.46 8,881 842

207.6 890 299 15 23 264.14 333,680 10,271 35.54 6.24 7,498 687

236.5 808 302 16 30 300.88 330,131 13,797 33.12 6.77 8,172 914

800 X 300 204.9 800 300 14 26 260.72 282,554 11,717 32.92 6.70 7,064 781

186.1 792 300 14 22 236.72 244,536 9,917 32.14 6.47 6,175 661

209.8 708 302 15 28 266.92 230,259 12,872 29.37 6.94 6,504 852

700 X 300 179.8 700 300 13 24 228.76 194,607 10,812 29.17 6.87 5,560 721

160.9 692 300 13 20 204.76 165,542 9,012 28.43 6.63 4,784 601

169.5 594 302 14 23 215.64 132,495 10,571 24.79 7.00 4,461 700

600 X 300 147.1 600 300 12 20 187.20 118,522 9,008 25.16 6.94 3,951 601

131.9 582 300 12 17 167.76 97,884 7,658 24.16 6.76 3,364 511

130.9 612 202 13 23 166.50 100,274 3,170 24.54 4.36 3,277 314

600 X 200 102.4 600 200 11 17 130.26 74,419 2,273 23.90 4.18 2,481 227

91.4 596 199 10 15 116.30 65,502 1,975 23.73 4.12 2,198 198

124.0 488 300 11 18 157.72 68,137 8,105 20.78 7.17 2,793 540

500 X 300 125.0 500 300 11 18 159.04 71,914 8,105 21.26 7.14 2,877 540

109.8 482 300 11 15 139.72 57,552 6,755 20.30 6.95 2,388 450

100.5 506 201 11 19 127.86 54,707 2,577 20.68 4.49 2,162 256

500 X 200 87.1 500 200 10 16 110.80 46,037 2,137 20.38 4.39 1,841 214

76.9 496 199 9 14 97.84 40,060 1,842 20.23 4.34 1,615 185

119.8 440 300 11 18 152.44 54,156 8,104 18.85 7.29 2,462 540

450 X 300 103.8 450 300 10 15 132.00 48,767 6,754 19.22 7.15 2,167 450

102.3 434 299 10 15 130.10 44,881 6,686 18.57 7.17 2,068 447

73.9 450 200 9 14 93.98 32,259 1,869 18.53 4.46 1,434 187

(cm2) (cm4) (cm4) (cm3) (cm3)

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WF

Page 2

Wide Flange Shapes

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)(cm2) (cm4) (cm4) (cm3) (cm3)

450 X 200 64.5 450 200 8 12 82.08 28,181 1,602 18.53 4.42 1,252 160

64.1 446 199 8 12 81.52 27,506 1,578 18.37 4.40 1,233 159

193.8 400 408 21 21 246.54 69,628 23,799 16.81 9.83 3,481 1,167

400 X 400 168.6 400 400 13 21 214.54 65,362 22,407 17.45 10.22 3,268 1,120

165.2 394 405 18 18 210.24 58,453 19,946 16.67 9.74 2,967 985

103.6 390 300 10 16 131.80 37,414 7,203 16.85 7.39 1,919 480

400 X 300 104.4 400 300 10 16 132.80 39,563 7,203 17.26 7.36 1,978 480

91.1 386 299 9 14 115.94 32,419 6,239 16.72 7.34 1,680 417

64.4 400 200 8 13 81.92 22,965 1,735 16.74 4.60 1,148 173

400 X 200 64.4 400 200 8 13 81.92 22,965 1,735 16.74 4.60 1,148 173

55.0 396 199 7 11 69.96 19,279 1,446 16.60 4.55 974 145

153.2 350 357 19 19 194.94 42,007 14,426 14.68 8.60 2,400 808

350 X 350 134.0 350 350 12 19 170.44 39,506 13,582 15.22 8.93 2,257 776

128.3 344 354 16 16 163.20 34,541 11,840 14.55 8.52 2,008 669

77.1 340 250 9 14 98.08 20,888 3,648 14.59 6.10 1,229 292

350 X 250 77.8 350 250 9 14 98.98 22,272 3,648 15.00 6.07 1,273 292

66.6 336 249 8 12 84.72 17,715 3,089 14.46 6.04 1,054 248

48.4 352 175 7 11 61.60 13,292 983 14.69 4.00 755 112

350 X 175 48.3 350 175 7 11 61.46 13,123 983 14.61 4.00 750 112

40.1 346 174 6 9 51.00 10,659 791 14.46 3.94 616 91

103.8 300 305 15 15 132.00 21,058 7,101 12.63 7.33 1,404 466

300 X 300 92.0 300 300 10 15 117.00 19,933 6,752 13.05 7.60 1,329 450

84.9 298 299 9 14 108.02 18,371 6,239 13.04 7.60 1,233 417

63.3 298 201 9 14 80.58 12,834 1,896 12.62 4.85 861 189

300 X 200 63.3 300 200 9 14 80.48 12,970 1,868 12.69 4.82 865 187

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WF

Page 3

Wide Flange Shapes

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)(cm2) (cm4) (cm4) (cm3) (cm3)

54.7 294 200 8 12 69.60 10,861 1,601 12.49 4.80 739 160

35.7 302 150 6.5 9 45.46 7,037 507 12.44 3.34 466 68

300 X 150 35.6 300 150 6.5 9 45.33 6,933 507 12.37 3.34 462 68

30.9 298 149 5.5 8 39.35 6,041 441 12.39 3.35 405 59

80.5 250 255 14 14 102.48 11,230 3,874 10.47 6.15 898 304

250 X 250 70.7 250 250 9 14 89.98 10,579 3,647 10.84 6.37 846 292

64.8 248 249 8 13 82.50 9,677 3,346 10.83 6.37 780 269

244 X 175 42.5 244 175 7 11 54.04 5,867 983 10.42 4.27 481 112

250 X 125 28.6 250 125 6 9 36.42 3,893 293 10.34 2.84 311 47

24.7 248 124 5 8 31.44 3,378 254 10.37 2.84 272 41

64.6 208 202 10 16 82.24 6,425 2,199 8.84 5.17 618 218

200 X 200 48.8 200 200 8 12 62.08 4,610 1,601 8.62 5.08 461 160

55.1 200 204 12 12 70.08 4,877 1,700 8.34 4.93 488 167

194 X 150 29.5 194 150 6 9 37.56 2,585 507 8.30 3.67 266 68

200 X 100 20.5 200 100 5.5 8 26.12 1,761 134 8.21 2.26 176 27

17.4 198 99 4.5 7 22.14 1,498 113 8.23 2.26 151 23

175 X 175 39.3 175 175 7.5 11 49.98 2,816 983 7.51 4.44 322 112

169 X 125 22.3 169 125 5.5 8 28.42 1,461 261 7.17 3.03 173 42

150 X 150 30.7 150 150 7 10 39.10 1,601 563 6.40 3.79 213 75

148 X 100 20.3 148 100 6 9 25.80 981 150.2 6.16 2.41 133 30

150 X 75 13.6 150 75 5 7 17.30 642 49.4 6.09 1.69 86 13

125 X 125 23.2 125 125 6.5 9 29.46 825 293.2 5.29 3.16 132 47

125 X 60 12.7 125 60 6 8 16.14 394 29.0 4.94 1.34 63 10

100 X 100 16.5 100 100 6 8 21.04 369 133.5 4.19 2.52 74 27

100 X 50 8.9 100 50 5 7 11.30 178 14.7 3.97 1.14 36 6

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Hbeam

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H-Beam Cigading

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)

331.5 900 450 16 32 421.76 620,615 48,629 38.36 10.74 13,791 2,161

900 X 450 215.7 900 450 12 19 274.44 395,911 28,869 37.98 10.26 8,798 1,283

174.6 900 450 9 16 222.12 330,403 24,305 38.57 10.46 7,342 1,080

293.8 800 400 16 32 373.76 430,864 34,158 33.95 9.56 10,772 1,708

800 X 400 191.3 800 400 12 19 243.44 276,076 20,278 33.68 9.13 6,902 1,014

154.9 800 400 9 16 197.12 230,691 17,071 34.21 9.31 5,767 854

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

(cm2) (cm4) (cm4) (cm3) (cm3)

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Hbeam

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H-Beam Cigading

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)(cm2) (cm4) (cm4) (cm3) (cm3)

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

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Hbeam

Page 6

H-Beam Cigading

Section Weight Depth of Flange Web th.Flange th. Area Moment of Inertia Radius of Gyration Modulus of Section

Index q A B t1 t2 As Jx Jy ix iy Zx Zy

(kg/m) (mm) (mm) (mm) (mm) (cm) (cm)(cm2) (cm4) (cm4) (cm3) (cm3)

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

256.0 900 300 16 32 325.76 439,711 14,429 36.74 6.66 9,771 962

900 X 300 170.9 900 300 12 19 217.44 285,291 8,562 36.22 6.28 6,340 571

136.9 900 300 9 16 174.12 236,618 7,205 36.86 6.43 5,258 480

Page 7: 80747511 tabel-profil

Chanal

Page 7

Channels

SIZE Area Weight Centre of GravityMoment of InertiaRadius of GyrationSection Modulus

Type h b d t As q Cx Cy Ix Iy ix iy Zx Zy

(mm) (mm) (mm) (mm) (kg/m) (cm) (cm) (cm) (cm)

C 3 30 33 5.0 7.0 5.42 4.23 1.50 1.44 6.47 4.85 1.09 0.95 4.31 2.61

C 4 40 35 5.0 7.0 6.20 4.84 2.00 1.44 14.27 6.30 1.52 1.01 7.14 3.05

C 5 50 38 5.0 7.0 7.12 5.55 2.50 1.48 26.75 8.91 1.94 1.12 10.70 3.84

C 6,5 65 42 5.5 7.5 9.05 7.06 3.25 1.55 58.10 13.09 2.53 1.20 17.88 4.93

C 8 80 45 6.0 8.0 11.04 8.61 4.00 1.57 107 17 3.11 1.24 26.70 5.82

C 10 100 50 6.0 8.5 13.48 10.51 5.00 1.69 207 28 3.92 1.43 41.40 8.35

C 12 120 55 7.0 9.0 17.04 13.29 6.00 1.74 368 37 4.64 1.48 61.25 9.93

C 14 140 60 7.0 10.0 20.40 15.91 7.00 1.91 609 58 5.46 1.69 86.97 14.24

C 16 160 65 7.5 10.5 24.08 18.78 8.00 2.01 932 79 6.22 1.81 116.48 17.56

C 18 180 70 8.0 11.0 28.04 21.87 9.00 2.10 1364 105 6.97 1.93 151.57 21.35

C 20 200 75 8.5 11.5 32.30 25.19 10.00 2.20 1927 136 7.72 2.05 192.70 25.64

C 22 220 80 9.0 12.5 37.55 29.29 11.00 2.34 2712 180 8.50 2.19 246.50 31.88

C 24 240 85 9.5 13.0 42.43 33.10 12.00 2.44 3626 227 9.24 2.31 302.16 37.45

C 26 260 90 10.0 14.0 48.40 37.75 13.00 2.58 4857 292 10.02 2.45 373.63 45.43

C 28 280 95 10.0 15.0 53.50 41.73 14.00 2.76 6311 383 10.86 2.67 450.78 56.82

C 30 300 100 10.0 16.0 58.80 45.86 15.00 2.95 8063 494 11.71 2.90 537.56 70.06

C 32 320 100 14.0 17.5 74.90 58.42 16.00 2.71 10716 409 11.96 2.34 669.78 56.12

C 35 350 100 14.0 16.0 76.52 59.69 17.50 2.50 12683 381 12.87 2.23 724.74 50.77

C 38 380 102 13.5 16.0 79.62 62.10 19.00 2.49 15560 428 13.98 2.32 818.94 55.52

C 40 400 110 14.0 18.0 90.56 70.64 20.00 2.80 20084 621 14.89 2.62 1004.19 75.71

(cm2) (cm4) (cm4) (cm3) (cm3)

Page 8: 80747511 tabel-profil

Angle

Page 8

Angle

SIZE Area Weight Eccent. M. Inert. R. Gyrat. Sect. M

Type t As q ex = ey Ix = Iy ix = iy Zx = Zy

(mm) (mm) (mm) (kg/m) (cm) (cm)

30 . 30 . 3 30 30 3 1.71 1.33 0.86 1.43 0.91 0.67

35 . 35 . 4 35 35 4 2.64 2.06 1.02 3.01 1.07 1.21

40 . 40 . 4 40 40 4 3.04 2.37 1.15 4.51 1.22 1.58

45 . 45 . 5 45 45 5 4.25 3.32 1.31 8.00 1.37 2.51

50 . 50 . 5 50 50 5 4.75 3.71 1.43 11.01 1.52 3.09

55 . 55 . 6 55 55 6 6.24 4.87 1.60 17.54 1.68 4.49

60 . 60 . 6 60 60 6 6.84 5.34 1.72 22.83 1.83 5.34

65 . 65 . 7 65 65 7 8.61 6.72 1.88 33.80 1.98 7.32

70 . 70 . 7 70 70 7 9.31 7.26 2.01 42.30 2.13 8.47

75 . 75 . 8 75 75 8 11.36 8.86 2.17 59.35 2.29 11.13

80 . 80 . 8 80 80 8 12.16 9.48 2.29 72.16 2.44 12.65

85 . 85 . 9 85 85 9 14.49 11.30 2.46 97.22 2.59 16.09

90 . 90 . 9 90 90 9 15.39 12.00 2.58 115.59 2.74 18.01

100.100.10 100 100 10 19.00 14.82 2.87 176.18 3.05 24.70

110.110.11 110 110 11 22.99 17.93 3.16 257.94 3.35 32.88

120.120.12 120 120 12 27.36 21.34 3.44 365.32 3.65 42.69

130.130.13 130 130 13 32.11 25.05 3.73 503.18 3.96 54.27

140.140.14 140 140 14 37.24 29.05 4.02 676.81 4.26 67.79

150.150.15 150 150 15 42.75 33.35 4.30 891.91 4.57 83.38

160.160.16 160 160 16 48.64 37.94 4.59 1154.61 4.87 101.19

b1

b2

(cm2) (cm4) (cm3)

Page 9: 80747511 tabel-profil

WFgununggar

Page 9

TABEL BAJA

Sumber : PT. GUNUNG GARUDA

Ukuran Balok WF/ HB Berat Luas Jari - jari Inersia Momen Inersia Modulus Penampang Momen izinPROFIL H B tw tf qbs As ix iy Ix Iy Zx Zy Mx My

(mm) (mm) (mm) (mm) (kg/m) (cm2) (cm) (cm) (cm4) (cm4) (cm3) (cm3) (Kg.m) (Kg.m)IWF 150 X 75 X 5 X 7### ### ### ### ### ### ### ### 642 49 86 13 1370 211IWF 198 X 99 X 4.5 X 7### ### ### ### ### ### ### ### 1498 113 151 23 2421 366IWF 148 X 100 X 6 X 9### ### ### ### ### ### ### ### 981 150 133 30 2120 481IWF 200 X 100 X 5.5 X 8### ### ### ### ### ### ### ### 1761 134 176 27 2817 427IWF 248 X 124 X 5 X 8### ### ### ### ### ### ### ### 3378 254 272 41 4359 657IWF 250 X 125 X 6 X 9### ### ### ### ### ### ### ### 3893 293 311 47 4983 751IWF 298 X 149 X 5,5 X 8### ### ### ### ### ### ### ### 6041 441 405 59 6487 948IWF 300 X 150 X 6,5 X 9### ### ### ### ### ### ### ### 6933 507 462 68 7395 1081IWF 346 X 174 X 6 X 9### ### ### ### ### ### ### ### 10659 791 616 91 9858 1454IWF 350 X 175 X 7 X 11### ### ### ### ### ### ### ### 13123 983 750 112 11999 1798IWF 396 X 199 X 7 X 11### ### ### ### ### ### ### ### 19279 1446 974 145 15579 2325IWF 400 X 200 X 8 X 13### ### ### ### ### ### ### ### 22965 1735 1148 173 18372 2776IWF 450 X 200 X 9 X 14### ### ### ### ### ### ### ### 32259 1869 1434 187 22940 2991IWF 500 X 200 X 10 X 16### ### ### ### ### ### ### ### 46037 2137 1841 214 29463 3420IWF 600 X 200 X 11 X 17### ### ### ### ### ### ### ### 74419 2273 2481 227 39690 3637IWF 588 X 300 X 12 X 20### ### ### ### ### ### ### ### 113284 9008 3853 601 61651 9608IWF 588 X 300 X 12 X 20### ### ### ### ### ### ### ### 113284 9008 3853 601 61651 9608IWF 700 X 300 X 13 X 24### ### ### ### ### ### ### ### 194607 10812 5560 721 88963 11533IWF 800 X 300 X 12 X 20### ### ### ### ### ### ### ### 226458 9011 5661 601 90583 9612 HB 100 X 100 X 6 X 8### ### ### ### ### ### ### ### 369 133 74 27 1181 427HB 125 X 125 X 6.5 X 9### ### ### ### ### ### ### ### 825 293 132 47 2111 751HB 175 X 175 X 7,5 X 11### ### ### ### ### ### ### ### 2816 983 322 112 5150 1798HB 200 X 200 X 8 X 12### ### ### ### ### ### ### ### 4610 1601 461 160 7377 2561HB 250 X 250 X 9 X 14### ### ### ### ### ### ### ### 10579 3647 846 292 13541 4668HB 300 X 300 X 10 X 15### ### ### ### ### ### ### ### 19933 6752 1329 450 21262 7202HB 350 X 350 X 12 X 19### ### ### ### ### ### ### ### 39506 13582 2257 776 36120 12417

WB 700 X 300 X 13 X 24### ### ### ### ### ### ### ### 194607 10812 5560 721 88963 11533WB 800 X 300 X 14 X 26### ### ### ### ### ### ### ### 282554 11717 7064 781 113021 12498WB 400 X 400 X 13 X 21### ### ### ### ### ### ### ### 65362 22407 3268 1120 52289 17925

Page 10: 80747511 tabel-profil

Light Ch

Page 10

Light Lip Channels

SIZE Area Weight Centre of GravityMoment of InertiaRadius of GyrationSection Modulus

Type A B C t As q Cx Cy Ix Iy ix iy Zx Zy

(mm) (mm) (mm) (mm) (kg/m) (cm) (cm) (cm) (cm)

200X75X20X3.2 200 75 20 3.2 12.07 9.41 10.00 2.23 748.77 88.27 7.88 2.70 74.88 16.74

150X75X20X4.5 150 75 20 4.5 14.49 11.30 7.50 2.55 525.85 106.93 6.02 2.72 70.11 21.58

150X65X20X3,2 150 65 20 3.2 9.83 7.67 7.50 2.14 351.07 56.80 5.98 2.40 46.81 13.04

150X50X20X4,5 150 50 20 4.5 12.24 9.55 7.50 1.58 406.73 39.20 5.76 1.79 54.23 11.46

150X50X20X3,2 150 50 20 3.2 8.87 6.92 7.50 1.57 299.34 30.12 5.81 1.84 39.91 8.78

150X50X20X2,3 150 50 20 2.3 6.46 5.04 7.50 1.57 220.21 22.83 5.84 1.88 29.36 6.65

125X50X20X4,5 125 50 20 4.5 11.12 8.67 6.25 1.72 264.06 36.91 4.87 1.82 42.25 11.24

125X50X20X4 125 50 20 4.0 9.96 7.77 6.25 1.71 238.14 33.80 4.89 1.84 38.10 10.29

125X50X20X3,2 125 50 20 3.2 8.07 6.29 6.25 1.71 194.92 28.36 4.91 1.87 31.19 8.62

125X50X20X2,3 125 50 20 2.3 5.88 4.59 6.25 1.71 143.68 21.50 4.94 1.91 22.99 6.53

100X50X20X4,5 100 50 20 4.5 9.99 7.79 5.00 1.89 156.12 34.11 3.95 1.85 31.22 10.95

100X50X20X4 100 50 20 4.0 8.96 6.99 5.00 1.88 141.02 31.24 3.97 1.87 28.20 10.02

100X50X20X3,2 100 50 20 3.2 7.27 5.67 5.00 1.88 115.72 26.21 3.99 1.90 23.14 8.41

100X50X20X2,3 100 50 20 2.3 5.31 4.14 5.00 1.88 85.54 19.88 4.01 1.94 17.11 6.37

100X50X20X1,6 100 50 20 1.6 3.74 2.92 5.00 1.88 60.80 14.41 4.03 1.96 12.16 4.62

75X45X15X2,3 75 45 15 2.3 4.27 3.33 3.75 1.73 39.80 12.40 3.05 1.70 10.61 4.48

75X45X15X1,6 75 45 15 1.6 3.02 2.35 3.75 1.73 28.47 9.05 3.07 1.73 7.59 3.27

60X30X10X2.3 60 30 10 2.3 3.01 2.35 3.00 1.08 17.19 3.63 2.39 1.10 5.73 1.89

60X30X10X1.6 60 30 10 1.6 2.14 1.67 3.00 1.07 12.44 2.71 2.41 1.13 4.15 1.41

(cm2) (cm4) (cm4) (cm3) (cm3)