+ All Categories

anexe 1

Date post: 28-Oct-2014
Category:
Upload: adc26
View: 75 times
Download: 4 times
Share this document with a friend
Popular Tags:
21
1 PCARACTERISTICI PROFILE LAMINATE Anexa 1-1: Dimensiuni şi caracteristici secţionale profil IPE I I P P E E Profile dublu T cu tălpi paralele europene Dimensiuni: EU 19-57 Toleranţe: EN 10034: 1993 Dimensiuni Clasa secţiunii Tip G h b tw tf r h-2c A Încovoiere Compresiune profil Kg/m mm mm mm mm mm mm cm 2 S235 S275 S355 S235 S275 S355 IPE 80 7.64 80 46 3.8 5.2 5.00 59 7.64 1 1 1 1 1 1 IPE 100 10.32 100 55 4.1 5.7 7.00 74 10.3 1 1 1 1 1 1 IPE 120 13.21 120 64 4.4 6.3 7.00 93 13.2 1 1 1 1 1 1 IPE 140 16.43 140 73 4.7 6,9 7.00 112 16.4 1 1 1 1 1 1 IPE 160 20.09 160 82 5.0 7.4 9.00 127 20.1 1 1 1 1 1 1 IPE 180 23.95 180 91 5.3 8.0 9.00 146 23.9 1 1 1 1 1 2 IPE 200 28.48 200 100 5.6 8.5 12.00 159 28.5 1 1 1 1 1 2 IPE 220 33.37 220 110 5.9 9.2 12.00 177 33.4 1 1 1 1 1 2 IPE 240 39.12 240 120 6.2 9.8 15.00 190 39.1 1 1 1 1 2 2 IPE 270 45.94 270 135 6.6 10.2 15.00 219 45.9 1 1 1 2 2 3 IPE 300 53.81 300 150 7.1 10.7 15.00 248 53.8 1 1 1 2 2 4 IPE 330 62.61 330 160 7.5 11.5 18.00 271 62.6 1 1 1 2 3 4 IPE 360 72.73 360 170 8.0 12.7 18.00 298 72.7 1 1 1 2 3 4 IPE 400 84.46 400 180 8.6 13.5 21.00 331 84.5 1 1 1 3 3 4 IPE 450 98.82 450 190 9.4 14.6 21.00 378 98.8 1 1 1 3 4 4 IPE 500 115.5 500 200 10.2 16.0 21.00 426 116 1 1 1 3 4 4 IPE 550 134.4 550 210 11.1 17.2 24.00 467 134 1 1 1 4 4 4 IPE 600 156.0 600 220 12.0 19.0 24.00 514 156 1 1 1 4 4 4 h b t f t w r y y z z
Transcript
Page 1: anexe 1

1

PCARACTERISTICI PROFILE

LAMINATE

Anexa 1-1: Dimensiuni şi caracteristici secţionale profil IPE

IIPPEE Profile dublu T cu tălpi paralele europene

Dimensiuni: EU 19-57

Toleranţe: EN 10034: 1993

Dimensiuni Clasa secţiunii

Tip G h b tw tf r h-2c A Încovoiere Compresiune

profil Kg/m mm mm mm mm mm mm cm2 S235 S275 S355 S235 S275 S355

IPE 80 7.64 80 46 3.8 5.2 5.00 59 7.64 1 1 1 1 1 1

IPE 100 10.32 100 55 4.1 5.7 7.00 74 10.3 1 1 1 1 1 1

IPE 120 13.21 120 64 4.4 6.3 7.00 93 13.2 1 1 1 1 1 1

IPE 140 16.43 140 73 4.7 6,9 7.00 112 16.4 1 1 1 1 1 1

IPE 160 20.09 160 82 5.0 7.4 9.00 127 20.1 1 1 1 1 1 1

IPE 180 23.95 180 91 5.3 8.0 9.00 146 23.9 1 1 1 1 1 2

IPE 200 28.48 200 100 5.6 8.5 12.00 159 28.5 1 1 1 1 1 2

IPE 220 33.37 220 110 5.9 9.2 12.00 177 33.4 1 1 1 1 1 2

IPE 240 39.12 240 120 6.2 9.8 15.00 190 39.1 1 1 1 1 2 2

IPE 270 45.94 270 135 6.6 10.2 15.00 219 45.9 1 1 1 2 2 3

IPE 300 53.81 300 150 7.1 10.7 15.00 248 53.8 1 1 1 2 2 4

IPE 330 62.61 330 160 7.5 11.5 18.00 271 62.6 1 1 1 2 3 4

IPE 360 72.73 360 170 8.0 12.7 18.00 298 72.7 1 1 1 2 3 4

IPE 400 84.46 400 180 8.6 13.5 21.00 331 84.5 1 1 1 3 3 4

IPE 450 98.82 450 190 9.4 14.6 21.00 378 98.8 1 1 1 3 4 4

IPE 500 115.5 500 200 10.2 16.0 21.00 426 116 1 1 1 3 4 4

IPE 550 134.4 550 210 11.1 17.2 24.00 467 134 1 1 1 4 4 4

IPE 600 156.0 600 220 12.0 19.0 24.00 514 156 1 1 1 4 4 4

h

b

tf

tw r

y y

z

z

Page 2: anexe 1

Principiile proiectării la stări limită 9

Anexa 1 – 1 Dimensiuni şi caracteristici secţionale profil IPE (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

IPE 80 80.1 20.0 23.22 3.24 3.58 8.49 3.69 5.82 1.05 5.12 0.70 118

IPE 100 171 34.2 39.41 4.07 5.08 15.90 5.79 9.15 1.24 6.73 1.21 351

IPE 120 318 53.0 60.73 4.90 6.31 27.70 8.65 13.58 1.45 8.57 1.74 890

IPE 140 541 77.3 88.34 5.74 7.64 44.90 12.30 19.25 1.65 10.62 2.45 1980

IPE 160 869.3 109 123.9 6.58 9.66 68.30 16.70 26.10 1.84 12.84 3.62 3960

IPE 180 1320 146 166.4 7.42 11.25 101 22.20 34.60 2.05 15.32 4.80 7430

IPE 200 1943 194 220.6 8.26 14.00 142 28.50 44.61 2.24 17.99 7.02 12990

IPE 220 2772 252 285.4 9.11 15.88 205 37.30 58.11 2.48 21.30 9.10 22670

IPE 240 3890 324 366.6 9.97 19.14 284 47.30 73.92 2.69 24.83 12.90 37390

IPE 270 5790 429 484.0 11.20 22.14 420 62.20 96.95 3.02 28.97 16.00 70580

IPE 300 8360 557 628.4 12.50 25.68 604 80.50 125.2 3.35 33.67 20.20 125900

IPE 330 11770 713 804.3 13.70 30.81 788 98.50 153.7 3.55 38.71 28.30 199100

IPE 360 16270 904 1019 15.00 35.14 1040 1230 191.1 3.79 45.26 37.50 313600

IPE 400 23130 1160 1307 16.50 42.69 1320 1460 229.0 3.95 51.15 51.40 490000

IPE 450 33740 1500 1702 18.50 50.85 1680 1760 276.4 4.12 58.34 67.10 791000

IPE 500 48200 1930 2194 20.40 59.87 2140 2140 335.9 4.31 67.18 89.70 1249000

IPE 550 67120 2440 2787 22.30 72.34 2670 2540 400.5 4.45 76.14 124.00 1884000

IPE 600 92080 3070 3512 24.30 83.78 3390 3080 485.6 4.66 87.92 166.00 2846000

Page 3: anexe 1

10 Principiile proiectării la stări limită

Anexa 1-2: Detalii de găurire şi decupare profil IPE

IIPPEE

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

mm mm mm cm cm cm cm cm2

IPE 80 69.6 59.6 20.1 – – – 4 32 12

IPE 100 88.6 74.6 23.7 – – – 4 36 14

IPE 120 107.4 93.4 25.2 – – – 4 40 14

IPE 140 126.2 112.2 26.7 – – – 4 46 14

IPE 160 145.2 127.2 30.3 – – – 5 50 18

IPE 180 164.0 146.0 31.8 M10 55 58 5 54 18

IPE 200 183.0 159.0 36.7 M10 56 67 5 58 22

IPE 220 201.6 177.6 38.4 M12 66 71 5 64 22

IPE 240 220.4 190.4 43.4 M12 66 81 5 68 26

IPE 270 249.6 219.6 44.6 M16 67/68 81 5 76 26

IPE 300 278.6 248.6 46.1 M20 77 84 6 82 26

IPE 330 307.0 271.0 51.6 M22 88 88 6 88 30

IPE 360 334.6 298.6 54.5 M24 88/91 92 6 92 32

IPE 400 373.0 331.0 60.2 M24 95/98 102 6 96 36

IPE 450 420.8 378.8 63.2 M24 95/99 112 7 102 36

IPE 500 468.0 426.0 66.8 M27 102/105 110 7 106 38

IPE 550 515.6 467.6 73.6 M27 109/112 120 8 110 42

IPE 600 562.0 514.0 78.1 M27 110/113 130 8 116 42

z

ss p m

c

d hw y y

n

Page 4: anexe 1

Principiile proiectării la stări limită 11

Anexa 1-3: Dimensiuni şi caracteristici secţionale profil IPN

IIPPNN Profile late dublu te cu tălpi înclinate

de lăţime mică laminate la cald, conf. DIN 1025 sect. 1, ed. mai 1995

Dimensiuni Clasa secţiunii

Tip G h b tw tf r h-2c A Încovoiere Compresiune

profil Kg/m mm mm mm mm mm mm cm2 S235 S275 S355 S235 S275 S355

IPN 80 5.9 80 42 3.9 5.9 2.30 59 7.57 1 1 1 1 1 1

IPN 100 8.34 100 50 4.5 6.8 2.70 75 10.6 1 1 1 1 1 1

IPN 120 11.1 120 58 5.1 7.7 3.10 92 14.2 1 1 1 1 1 1

IPN 140 14.3 140 66 5.7 8.6 3.40 109 18.2 1 1 1 1 1 1

IPN 160 17.9 160 74 6.3 9.5 3.80 125 22.8 1 1 1 1 1 1

IPN 180 21.9 180 82 6.9 10.4 4.10 142 27.9 1 1 1 1 1 1

IPN 200 26.2 200 90 7.5 11.3 4.50 159 33.4 1 1 1 1 1 1

IPN 220 31.1 220 98 8.1 12.2 4.90 176 39.5 1 1 1 1 1 1

IPN 240 36.2 240 106 8.7 13.1 5.20 192 46.1 1 1 1 1 1 1

IPN 260 41.9 260 113 9.4 14.1 5.60 208 53.3 1 1 1 1 1 1

IPN 280 47.9 280 119 10.1 15.2 6.10 225 61.0 1 1 1 1 1 1

IPN 300 54.2 300 125 10.8 16.2 6.50 241 69.0 1 1 1 1 1 1

IPN 320 61.0 320 131 11.5 17.3 6.90 258 77.7 1 1 1 1 1 1

IPN 340 68.0 340 137 12.2 18.3 7.30 274 86.7 1 1 1 1 1 1

IPN 360 76.1 360 143 13.0 19.5 7.80 290 97.0 1 1 1 1 1 1

IPN 380 84.0 380 149 13.7 20.5 8.20 306 107.0 1 1 1 1 1 1

IPN 400 92.4 400 155 14.4 21.6 8.60 323 118.0 1 1 1 1 1 1

IPN 450 115.0 450 170 16.2 24.3 9.70 363 147.0 1 1 1 1 1 1

IPN 500 141.0 500 185 18.0 27.0 10.80 404 179.0 1 1 1 1 1 1

IPN 550 166.0 550 200 19.0 30.0 11.90 445 212.0 1 1 1 1 1 1

h

b

tf

tw r1 = tw

y y

z

z

r2

Page 5: anexe 1

12 Principiile proiectării la stări limită

Anexa 1-3: Dimensiuni şi caracteristici secţionale profil IPN (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

IPN 80 77.8 19.5 22.7 3.20 3.41 6.29 3.00 5.0 0.91 5.26 0.869 87.5

IPN 100 171 34.2 39.7 4.01 4.85 12.2 4.88 8.1 1.07 7.21 1.60 268

IPN 120 328 54.7 63.5 4.81 6.63 21.5 7.41 12.4 1.23 9.45 1.71 685

IPN 140 573 81.9 95.2 5.61 8.65 35.2 10.70 17.9 1.40 12.00 4.32 1540

IPN 160 935 117 136 6.40 10.83 54.7 14.80 24.9 1.55 14.85 6.57 3138

IPN 180 1450 161 187 7.20 13.35 81.3 19.80 33.2 1.71 18.01 9.58 5924

IPN 200 2140 214 249 8.0 16.03 117 26 43.5 1.87 21.47 13.50 10520

IPN 220 3060 278 323 8.80 19.06 162 33.1 55.7 22 25.22 18.60 17760

IPN 240 4250 354 411 9.59 22.33 221 41.7 70.0 2.20 29.29 250 28730

IPN 260 5740 442 513 10.40 26.08 288 51 85.9 2.32 33.63 33.50 44070

IPN 280 7590 542 631 11.10 30.18 364 61.2 103.0 2.45 38.22 44.20 64580

IPN 300 9800 653 761 11.90 34.58 451 72.2 121.0 2.56 42.83 56.80 91850

IPN 320 12510 782 913 12.70 39.26 555 84.7 143.0 2.67 47.97 72.50 128800

IPN 340 15700 923 1078 13.50 44.27 674 98.4 166.0 2.80 53.12 90.40 176300

IPN 360 19610 1090 1274 14.20 49.95 818 114 194.0 2.90 59.15 1150 240100

IPN 380 24010 1260 1480 15.0 55.55 975 131 221.0 3.02 64.84 1410 318700

IPN 400 29210 1460 1712 15.70 61.69 1160 149 253.0 3.13 71.11 1700 419600

IPN 450 45850 2040 2394 17.70 77.79 1730 203 345.0 3.43 87.87 2670 791100

IPN 500 68740 2750 3235 19.60 95.96 2480 268 456.0 3.72 106.4 4020 1403000

IPN 550 99180 3610 4229 21.60 111.3 3490 349 592.0 4.2 127.2 5440 2389000

Page 6: anexe 1

Principiile proiectării la stări limită 13

Anexa 1-4: Detalii de găurire şi decupare profil IPN

IIPPNN

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

cm cm cm cm cm cm cm cm2

IPN 80 68.2 59.0 21.6 – – – 4 26 12

IPN 100 86.4 75.7 25.0 – – – 4 30 14

IPN 120 104.6 92.4 28.4 – – – 5 34 14

IPN 140 122.8 109.1 31.8 – – – 5 38 16

IPN 160 141 125.8 35.2 – – – 5 40 18

IPN 180 159.2 142.4 38.6 – – – 5 44 20

IPN 200 177.4 159.1 42.0 – – – 6 48 22

IPN 220 195.6 175.8 45.4 M10 58 65 6 52 24

IPN 240 213.8 192.5 48.9 M10 59 73 6 56 24

IPN 260 231.8 208.9 52.6 M12 69 74 7 58 26

IPN 280 249.6 225.1 56.4 M12 70 80 7 62 28

IPN 300 267.6 241.6 60.1 M16 71 71 7 64 30

IPN 320 285.4 257.9 63.9 M16 72 77 8 66 32

IPN 340 303.4 274.3 67.6 M16 72 83 8 70 34

IPN 360 321 290.2 71.8 M16 73 89 9 72 36

IPN 380 339 306.7 75.4 M16 74 95 9 74 38

IPN 400 356.8 322.9 79.3 M20 84 89 9 78 40

IPN 450 401.4 363.6 88.9 M22 96 98 10 84 44

IPN 500 446 404.3 98.5 M24 105 107 11 90 48

IPN 550 490 445.6 107.3 M27 109 110 12 98 54

z

ss p m

c

d hw y y

n

Page 7: anexe 1

14 Principiile proiectării la stări limită

Anexa 1-5: Dimensiuni şi caracteristici secţionale profil HE –A

HHEE--AA

Profile late dublu T cu tălpi paralele

execuţie uşoară, seria HE-A = I PBI laminate la cald,

conf. DIN 1025 sect. 3, ed. martie 1994 şi

EURONORME 53-62

Clasa secţiunii

Tip G h b tw tf r A Încovoiere Compresiune

profil Kg/m mm mm mm mm mm cm2 S235 S275 S355 S235 S275 S355

HE 100 A 16.7 96 100 5 8 12 21.2 1 1 1 1 1 1

HE 120 A 19.9 114 120 5 8 12 25.3 1 1 1 1 1 1

HE 140 A 24.7 133 140 5.5 8.5 12 31.4 1 1 2 1 1 2

HE 160 A 30.4 152 160 6 9 15 38.8 1 1 2 1 1 2

HE 180 A 35.5 171 180 6 9.5 15 45.3 1 2 3 1 2 3

HE 200 A 42.3 190 200 6.5 10 18 53.8 1 2 3 1 2 3

HE 220 A 50.5 210 220 7 11 18 64.3 1 2 3 1 2 3

HE 240 A 60.3 230 240 7.5 12. 21 76.8 1 2 3 1 2 3

HE 260 A 68.2 250 260 7.5 12.5 24 86.8 2 3 3 2 3 3

HE 280 A 76.4 270 280 8 13 24 97.3 2 3 3 2 3 3

HE 300 A 88.3 290 300 8.5 14 27 113 2 3 3 2 3 3

HE 320 A 97.6 310 300 9 15.5 27 124 1 2 3 1 2 3

HE 340 A 105 330 300 9.5 16.5 27 133 1 1 3 1 1 3

HE 360 A 112 350 300 10 17.5 27 143 1 1 2 1 1 2

HE 400 A 125 390 300 11 19 27 159 1 1 1 1 1 2

HE 450 A 140 440 300 11.5 21 27 178 1 1 1 1 1 2

HE 500 A 155 490 300 12 23 27 198 1 1 1 1 2 3

HE 550 A 166 540 300 12.5 24 27 212 1 1 1 2 2 4

HE 600 A 178 590 300 13 25 27 226 1 1 1 2 3 4

HE 650 A 190 640 300 13.5 26 27 242 1 1 1 3 4 4

HE 700 A 204 690 300 14.5 27 27 260 1 1 1 3 4 4

HE 800 A 224 790 300 15 28 30 286 1 1 1 4 4 4

HE 900 A 252 890 300 16 30 30 321 1 1 1 4 4 4

HE 1000 A 272 990 300 16.5 31 30 347 1 1 1 4 4 4

h

b

tf

tw r

y y

z

z

Page 8: anexe 1

Principiile proiectării la stări limită 15

Anexa 1–5: Dimensiuni şi caracteristici secţionale profil HE –A (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

HE 100 A 349.2 72.8 83 46 7.56 134 26.8 41.1 2.51 16.85 5.26 2581

HE 120 A 606.2 106 119 4.89 8.46 231 38.5 58.9 32 20.5 62 6472

HE 140 A 1033 155 173 5.73 10.12 289 55.6 84.8 3.52 24.76 8.16 15060

HE 160 A 1673 220 245 6.57 13.21 616 76.9 118 3.98 306 12.30 31410

HE 180 A 2510 294 325 7.45 14.47 925 103 157 4.52 35.46 14.90 60210

HE 200 A 3692 389 429 8.28 188 1340 134 204 4.98 41.59 21.10 108000

HE 220 A 5410 515 568 9.17 20.67 1950 178 271 5.51 50.15 28.60 193300

HE 240 A 7763 675 745 10.10 25.18 2770 231 352 60 59.74 41.70 328500

HE 260 A 10450 836 920 110 31.74 3670 282 430 6.50 67.36 52.60 516400

HE 280 A 13670 1010 1112 11.90 4760 340 518 70 75.36 62.40 785400

HE 300 A 18260 1260 1383 12.70 37.28 6310 421 641 7.49 872 85.60 1200000

HE 320 A 22930 1480 1628 13.60 41.13 6990 466 710 7.49 96.24 1080 1512000

HE 340 A 27690 1680 1850 14.40 44.95 7440 496 756 7.46 102.5 1280 1824000

HE 360 A 33090 1890 2088 15.20 48.96 7890 526 802 7.43 108.7 1490 2177000

HE 400 A 45070 2310 2562 16.80 57.33 8560 571 873 7.34 118.2 1900 2942000

HE 450 A 63720 2900 3216 18.90 65.78 9470 631 966 7.29 130.4 2450 4146000

HE 500 A 86970 3550 3949 210 74.72 10370 691 1059 7.24 142.7 3100 5643000

HE 550 A 111900 4150 4622 230 83.72 10820 721 1107 7.15 148.9 3530 7189000

HE 600 A 141200 4790 5350 250 93.21 11270 751 1156 75 155.2 3990 8978000

HE 650 A 175200 5470 6136 26.90 103.2 11720 782 1205 6.97 161.5 4500 11027000

HE 700 A 215300 6240 7032 28.80 117 12180 812 1257 6.84 168 5150 13352000

HE 800 A 303400 7680 8699 32.60 138.8 12640 843 1312 6.65 174.8 5990 18290000

HE 900 A 422100 9480 10811 36.30 163.3 13550 903 1414 6.50 187.4 7390 24962000

HE 1000 A 553800 11190 12824 400 184.6 14000 934 1470 6.35 193.7 8250 32074000

Page 9: anexe 1

16 Principiile proiectării la stări limită

Anexa 1-6: Detalii de găurire şi decupare profil HE – A

HHEE--AA

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

cm cm cm cm cm cm cm cm2

HE 100 A 80 56 35.1 M10 55 67 5 58 22

HE 120 A 98 74 35.1 M16 65 66 5 68 22

HE 140 A 116 92 36.6 M16 66 86 5 78 22

HE 160 A 134 104 41.6 M22 86 88 5 88 26

HE 180 A 152 122 42.6 M24 86 102 5 98 26

HE 200 A 170 134 47.6 M27 97 110 5 108 30

HE 220 A 188 152 50.1 M27 97 130 6 118 30

HE 240 A 206 164 56.1 M27 100/103 150 6 128 34

HE 260 A 225 177 60.6 M27 106/109 170 6 138 38

HE 280 A 244 196 62.1 M27 106/109 190 6 148 38

HE 300 A 262 208 68.1 M27 113/116 210 6 156 42

HE 320 A 279 225 71.6 M27 113/116 210 7 156 44

HE 340 A 297 243 74.1 M27 113/117 210 7 156 44

HE 360 A 315 261 76.6 M27 114/117 210 7 156 46

HE 400 A 352 298 80.6 M27 115/118 210 8 156 48

HE 450 A 398 344 85.1 M27 115/119 210 8 156 50

HE 500 A 444 390 89.6 M27 116/119 210 8 156 52

HE 550 A 492 438 92.1 M27 117/120 210 8 154 52

HE 600 A 540 486 94.6 M27 117/120 210 9 154 54

HE 650 A 588 534 97.1 M27 118/121 210 9 154 54

HE 700 A 636 582 100.1 M27 118/122 210 9 154 56

HE 800 A 734 674 106.1 M27 125/128 210 10 154 60

HE 900 A 830 770 111.1 M27 126/129 210 10 154 62

HE 1000 A 928 868 113.6 M27 127/130 210 10 152 62

z

n

d hw y y

p

z

m

c

ss

Page 10: anexe 1

Principiile proiectării la stări limită 17

Anexa 1-7: Dimensiuni şi caracteristici secţionale profil HE – B

HHEE--BB Profile late dublu T cu tălpi paralele seria HE-B = I PB laminate la cald, conf. DIN 1025

sect. 2, ed. noiembr. 1995 şi EURONORME 53-62

Clasa secţiunii

Tip G h b tw tf r A Încovoiere Compresiune

profil Kg/m mm mm mm mm mm cm2 S235 S275 S355 S235 S275 S355

HE 100 B 20.6 100 100 6 10 12 26 1 1 1 1 1 1

HE 120 B 26.7 120 120 6.5 11 12 34 1 1 1 1 1 1

HE 140 B 33.7 140 140 7 12 12 43 1 1 1 1 1 1

HE 160 B 42.6 160 160 8 13 15 54.3 1 1 1 1 1 1

HE 180 B 51.2 180 180 8.5 14 15 65.3 1 1 1 1 1 1

HE 200 B 61.3 200 200 9 15 18 78.1 1 1 1 1 1 1

HE 220 B 71.5 220 220 9.5 16 18 91 1 1 1 1 1 1

HE 240 B 83.2 240 240 10 17 21 106 1 1 1 1 1 1

HE 260 B 93 260 260 10 17.5 24 118 1 1 1 1 1 1

HE 280 B 103 280 280 10.5 18 24 131 1 1 1 1 1 1

HE 300 B 117 300 300 11 19 27 149 1 1 1 1 1 1

HE 320 B 127 320 300 11.5 20.5 27 161 1 1 1 1 1 1

HE 340 B 134 340 300 12 21.5 27 171 1 1 1 1 1 1

HE 360 B 142 360 300 12.5 22.5 27 181 1 1 1 1 1 1

HE 400 B 155 400 300 13.5 24 27 198 1 1 1 1 1 1

HE 450 B 171 450 300 14 26 27 218 1 1 1 1 1 1

HE 500 B 187 500 300 14.5 28 27 239 1 1 1 1 1 2

HE 550 B 199 550 300 15 29 27 254 1 1 1 1 1 2

HE 600 B 212 600 300 15.5 30 27 270 1 1 1 1 2 3

HE 650 B 225 650 300 16 31 27 286 1 1 1 2 2 3

HE 700 B 241 700 300 17 32 27 306 1 1 1 2 2 4

HE 800 B 262 800 300 17.5 33 30 334 1 1 1 3 3 4

HE 900 B 291 900 300 18.5 35 30 371 1 1 1 3 4 4

HE 1000 B 314 1000 300 19 36 30 400 1 1 1 4 4 4

h

b

tf

tw r

y y

z

z

Page 11: anexe 1

18 Principiile proiectării la stări limită

Anexa1–7 : Dimensiuni şi caracteristici secţionale profil HE –B (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

HE 100 B 450 89.9 104.2 4.16 94 167 33.5 51.4 2.53 218 9.29 3375

HE 120 B 864 144 165.2 54 10.96 318 52.9 81 36 27.60 13.9 9410

HE 140 B 1510 216 245.4 5.93 138 550 78.5 120 3.58 34.93 20.1 22480

HE 160 B 2490 311 354 6.78 17.59 889.2 111 170 45 43.44 31.4 47940

HE 180 B 3830 426 481.4 7.66 20.24 1360 151 231 4.57 52.40 42.3 93750

HE 200 B 5700 570 481.4 8.54 24.83 2000 200 306 57 64.43 59.5 171100

HE 220 B 8090 736 827 9.43 27.92 2840 258 394 5.59 731 76.8 295400

HE 240 B 11260 938 1053 10.30 33.23 3920 327. 498 68 84.70 103 486900

HE 260 B 14920 1150 1283 11.20 37.59 5130 395 602 6.58 94.40 124 753700

HE 280 B 19270 1380 1534 12.10 419 6590 471 718 79 104 144 1130000

HE 300 B 25170 1680 1869 130 47.43 8560 571 870 7.58 118.2 186 1688000

HE 320 B 30820 1930 2149 13.80 51.77 9240 616 939 7.57 127.4 226 2069000

HE 340 B 36660 2160 2408 14.60 569 9690 646 986 7.53 133.7 258 2454000

HE 360 B 43190 2400 2683 15.50 60.60 10140 676 1032 7.49 139.9 293 2883000

HE 400 B 57680 2880 3232 17.10 69.98 10820 721 1104 7.40 149.5 357 3817000

HE 450 B 79890 3550 3982 19.10 79.66 11720 781 1198 7.33 161.7 442 5258000

HE 500 B 107200 4290 4815 21.20 89.82 12620 842 1292 7.27 174 540 7018000

HE 550 B 136700 4970 5591 23.20 100.1 13080 872 1341 7.17 180.3 602 8856000

HE 600 B 171000 5700 6425 25.20 110.8 13530 902 1391 78 186.6 669 10965000

HE 650 B 210600 6480 7320 27.10 122 13980 932 1441 6.99 192.9 741 13363000

HE 700 B 256900 7340 8327 290 137.1 14400 963 1495 6.87 199.5 833 16064000

HE 800 B 359100 8980 10229 32.80 161.8 14900 994 1553 6.68 206.3 949 21840000

HE 900 B 494100 10980 12584 36.50 188.8 15820 1050 1658 6.53 219 1140 29461000

HE 1000 B 644700 12890 14855 40.10 212.5 16280 1090 1716 6.38 225.3 1260 37637000

Page 12: anexe 1

Principiile proiectării la stări limită 19

Anexa 1-8: Detalii de găurire şi decupare profil HE – B

HHEE--BB

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

cm cm cm cm cm cm cm cm2

HE 100 B 80 56 40.1 M10 56 67 5 58 24

HE 120 B 98 74 42.6 M12 67 81 5 68 24

HE 140 B 116 92 45.1 M16 67 86 6 78 26

HE 160 B 134 104 51.6 M20 78 94 6 88 30

HE 180 B 152 122 54.1 M24 89 102 6 96 30

HE 200 B 170 134 60.1 M27 99 110 7 106 34

HE 220 B 188 152 62.6 M27 100 130 7 116 36

HE 240 B 206 164 68.6 M27 102/105 150 7 126 40

HE 260 B 225 177 73.1 M27 108/111 170 7 136 42

HE 280 B 244 196 74.6 M27 109/112 190 7 146 44

HE 300 B 262 208 80.6 M27 115/118 210 8 156 48

HE 320 B 279 225 84.1 M27 115/119 210 8 156 48

HE 340 B 297 243 86.6 M27 116/119 210 8 156 50

HE 360 B 315 261 89.1 M27 117/120 210 8 154 50

HE 400 B 352 298 93.1 M27 118/121 210 9 154 52

HE 450 B 398 344 97.6 M27 118/121 210 9 154 54

HE 500 B 444 390 102.1 M27 118/121 210 9 154 56

HE 550 B 492 438 104.6 M27 119/122 210 10 154 58

HE 600 B 540 486 107.1 M27 120/123 210 10 154 58

HE 650 B 588 534 109.6 M27 120/123 210 10 154 60

HE 700 B 636 582 112.6 M27 121/124 210 11 152 60

HE 800 B 734 674 118.6 M27 128/131 210 11 152 64

HE 900 B 830 770 123.6 M27 129/132 210 11 152 66

HE 1000 B 928 868 126.1 M27 129/132 210 12 152 68

z

n

d hw y y

p

z

m

c

ss

Page 13: anexe 1

20 Principiile proiectării la stări limită

Anexa 1-9: Dimensiuni şi caracteristici secţionale profil HE – M

HHEE--MM Profile late dublu T cu tălpi paralele

execuţie grea, seria HE-M = I PBv laminate la cald, conf. DIN 1025 sect. 4, ed. martie 1994 şi EURONORME 53-62

Clasa secţiunii

Tip G h b tw tf r A Încovoiere Compresiune

profil Kg/m mm mm mm mm mm cm2 S235 S275 S355 S235 S275 S355

HE 100 M 41.8 120 106 12 20 12 53.2 1 1 1 1 1 1

HE 120 M 52.1 140 126 12.5 21 12 66.4 1 1 1 1 1 1

HE 140 M 63.2 160 146 13 22 12 80.6 1 1 1 1 1 1

HE 160 M 76.2 180 166 14 23 15 97.1 1 1 1 1 1 1

HE 180 M 88.9 200 186 14.5 24 15 113 1 1 1 1 1 1

HE 200 M 103 220 206 15 25 18 131 1 1 1 1 1 1

HE 220 M 117 240 226 15.5 26 18 149 1 1 1 1 1 1

HE 240 M 157 270 248 18 32 21 200 1 1 1 1 1 1

HE 260 M 172 290 268 18 32.5 24 220 1 1 1 1 1 1

HE 280 M 189 310 288 18.5 33 24 240 1 1 1 1 1 1

HE 300 M 238 340 310 21 39 27 303 1 1 1 1 1 1

HE 320 M 245 359 309 21 40 27 312 1 1 1 1 1 1

HE 340 M 248 377 309 21 40 27 316 1 1 1 1 1 1

HE 360 M 250 395 308 21 40 27 319 1 1 1 1 1 1

HE 400 M 256 432 307 21 40 27 326 1 1 1 1 1 1

HE 450 M 263 478 307 21 40 27 335 1 1 1 1 1 1

HE 500 M 270 524 306 21 40 27 344 1 1 1 1 1 1

HE 550 M 278 572 306 21 40 27 354 1 1 1 1 1 1

HE 600 M 285 620 305 21 40 27 364 1 1 1 1 1 1

HE 650 M 293 668 305 21 40 27 374 1 1 1 1 1 1

HE 700 M 301 716 304 21 40 27 383 1 1 1 1 1 2

HE 800 M 317 814 303 21 40 30 404 1 1 1 1 2 3

HE 900 M 333 910 302 21 40 30 424 1 1 1 2 3 4

HE 1000 M 349 1008 302 21 40 30 444 1 1 1 3 4 4

h

b

tf

tw r

y y

z

z

Page 14: anexe 1

Principiile proiectării la stări limită 21

Anexa 1 – 9: Dimensiuni şi caracteristici secţionale profil HE – M (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

HE 100 M 1140 190 236 4.63 184 399 75.3 116 2.74 45.28 68.5 9925

HE 120 M 2020 288 351 5.51 21.15 703 112 172 3.25 55.98 92 24790

HE 140 M 3290 411 494 6.39 24.46 1140 157 240 3.77 67.49 120 54330

HE 160 M 6100 566 675 7.25 30.81 1760 212 325 4.26 80.42 163 108100

HE 180 M 7480 748 883 8.13 34.65 2580 277 425 4.77 93.56 204 199300

HE 200 M 10640 967 1135 90 413 3650 354 543 5.27 108 260 346300

HE 220 M 14600 1220 1419 9.89 45.31 5010 444 679 5.79 122.7 316 572700

HE 240 M 24290 1800 2117 110 607 8150 657 1006 6.39 165.7 630 1152000

HE 260 M 31310 2160 2524 11.90 66.89 10450 780 1192 6.90 181.8 722 1728000

HE 280 M 39550 2550 2966 12.80 723 13160 914 1397 7.40 197.9 810 2520000

HE 300 M 59200 3480 4078 140 90.53 19400 1250 1913 80 251.9 1410 4386000

HE 320 M 68130 3800 4435 14.80 94.85 19710 1280 1951 7.95 257.3 1510 5004000

HE 340 M 76370 4050 4718 15.60 98.63 19710 1280 1953 7.90 257.3 1510 5585000

HE 360 M 84870 4300 4989 16.30 102.4 19520 1270 1942 7.83 256.5 1510 6137000

HE 400 M 104100 4820 5571 17.90 110.2 19340 1260 1934 7.70 255.7 1520 7410000

HE 450 M 131500 5500 6331 19.80 119.8 19340 1260 1939 7.59 255.7 1530 9252000

HE 500 M 161900 6180 7094 21.70 129.5 19150 1250 1932 7.46 254.9 1540 11187000

HE 550 M 198000 6920 7933 23.60 139.6 19160 1250 1937 7.35 254.9 1560 13516000

HE 600 M 237400 7660 8772 25.60 149.7 18980 1240 1930 7.22 254.1 1570 15908000

HE 650 M 281700 8430 9657 27.50 159.7 18980 1240 1936 7.13 254.1 1580 18650000

HE 700 M 329300 9200 10539 29.30 169.8 18800 1240 1929 71 253.3 1590 21398000

HE 800 M 442600 10870 12488 33.10 194.3 18630 1230 1930 6.79 253.1 1650 27775000

252.3

HE 900 M 570400 12540 14442 36.70 214.4 18450 1220 1929 6.60 252.3 1680 34746000

HE 1000 M 722300 14330 16568 40.30 235 18460 1220 1940 6.45 252.3 1710 43015000

Page 15: anexe 1

22 Principiile proiectării la stări limită

Anexa 1-10: Detalii de găurire şi decupare profil HE – M

HHEE--MM

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

mm mm mm cm cm cm cm cm2

HE 100 M 80 56 66.1 M10 62 73 8 58 34

HE 120 M 98 74 68.6 M12 73 87 8 68 34

HE 140 M 116 92 71.1 M16 73 92 9 78 36

HE 160 M 134 104 77.6 M22 94 94 9 88 40

HE 180 M 152 122 80.1 M24 95 108 9 96 40

HE 200 M 170 134 86.1 M27 105 116 10 106 44

HE 220 M 188 152 88.6 M27 106 136 10 116 46

HE 240 M 206 164 106.6 M27 110/113 158 11 126 54

HE 260 M 225 177 111.1 M27 116/119 178 11 136 58

HE 280 M 244 196 112.6 M27 117/120 198 11 146 58

HE 300 M 262 208 130.6 M27 125/128 220 13 156 68

HE 320 M 279 225 132.6 M27 125/128 219 13 156 68

HE 340 M 297 243 132.6 M27 125/128 219 13 156 68

HE 360 M 315 261 132.6 M27 125/128 218 13 154 68

HE 400 M 352 298 132.6 M27 125/128 217 13 154 68

HE 450 M 398 344 132.6 M27 125/128 217 13 154 68

HE 500 M 444 390 132.6 M27 125/128 216 13 154 68

HE 550 M 492 438 132.6 M27 125/128 216 13 154 68

HE 600 M 540 486 132.6 M27 125/128 215 13 154 68

HE 650 M 588 534 132.6 M27 125/128 215 13 154 68

HE 700 M 636 582 132.6 M27 125/128 214 13 152 68

HE 800 M 734 674 136.1 M27 131/134 213 13 152 72

HE 900 M 830 770 136.1 M27 131/134 212 13 152 72

HE 1000 M 928 868 136.1 M27 131/134 212 13 152 72

z

n

d hw y y

p

z

m

c

ss

Page 16: anexe 1

Principiile proiectării la stări limită 23

Anexa 1-11: Dimensiuni şi caracteristici secţionale profil UPN

UUPPNN Profile U europene Dimensiuni: DIN 1026-1: 2000, NF A 45-202 (1983)

Toleranţe: EN 10279: 2000

Clasa secţiunii

Tip G h b tw tf = r1 r2 A yg ys Încovoiere Compresiune

profil Kg/m mm mm mm mm mm cm2 cm cm S235 S275 S355 S235 S275 S355

UPN 80 8.64 80 45 6.0 8.0 4.00 11.0 1.42 2.65 1 1 1 1 1 1

UPN 100 10.60 100 50 6.0 8.5 4.50 13.5 1.55 2.93 1 1 1 1 1 1

UPN 120 13.40 120 55 7.0 9.0 4.50 17.0 1.60 3.03 1 1 1 1 1 1

UPN 140 16.00 140 60 7.0 10.0 5.00 20.4 1.75 3.37 1 1 1 1 1 1

UPN 160 18.80 160 65 7.5 10.5 5.50 24.0 1.84 3.56 1 1 1 1 1 1

UPN 180 22.00 180 70 8.0 11.0 5.50 28.0 1.92 3.75 1 1 1 1 1 1

UPN 200 25.30 200 75 8.5 11.5 6.00 32.2 2.01 3.94 1 1 1 1 1 1

UPN 220 29.40 220 80 9.0 12.5 6.50 37.4 2.14 4.20 1 1 1 1 1 1

UPN 240 33.20 240 85 9.5 13.0 6.50 42.3 2.23 4.39 1 1 1 1 1 1

UPN 260 37.90 260 90 10.0 14.0 7.00 48.3 2.36 4.66 1 1 1 1 1 1

UPN 280 41.80 280 95 10.0 15.0 7.50 53.3 2.53 5.02 1 1 1 1 1 1

UPN 300 46.20 300 100 10.0 16.0 8.00 58.8 2.70 5.41 1 1 1 1 1 1

UPN 320 59.50 320 100 14.0 17.5 8.75 75.8 2.60 4.82 1 1 1 1 1 1

UPN 350 60.60 350 100 14.0 16.0 8.00 77.3 2.40 4.45 1 1 1 1 1 1

UPN 380 63.10 380 102 13.5 16.0 8.00 80.4 2.38 4.58 1 1 1 1 1 1

UPN 400 71.80 400 110 14.0 18.0 9.00 91.5 2.65 5.11 1 1 1 1 1 1

h

b

tw r2

y y

z

r1

Page 17: anexe 1

24 Principiile proiectării la stări limită

Anexa 1–11: Dimensiuni şi caracteristici secţionale profil UPN (continuare)

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

UPN 80 106 26.5 31.8 3.10 5.10 19.4 6.36 12.1 1.33 7.20 2.16 168

UPN 100 206 41.2 49.0 3.91 6.46 29.3 8.49 16.1 1.47 8.50 2.81 413

UPN 120 364 60.7 72.6 4.62 8.80 43.2 11.1 21.2 1.59 9.90 4.15 899

UPN 140 605 86.4 103 5.45 10.41 52.7 14.8 28.2 1.75 12.00 5.68 1800

UPN 160 925 116 138 6.21 12.60 85.3 18.3 35.2 1.89 13.65 7.39 3260

UPN 180 1350 150 179 6.95 15.09 114.0 22.4 42.9 2.02 15.40 9.55 5567

UPN 200 1910 191 228 7.70 17.71 148.0 27.0 51.7 2.14 17.25 11.9 9065

UPN 220 2690 245 292 8.48 20.62 197.0 33.6 64.2 2.30 20.00 16.0 14580

UPN 240 3600 300 358 9.22 23.71 248.0 39.6 75.7 2.42 22.10 19.7 22070

UPN 260 4820 371 442 9.99 27.12 317.0 47.7 91.6 2.56 25.20 25.5 33260

UPN 280 6280 448 532 10.90 29.28 399.0 57.2 109 2.74 28.50 31.0 48460

UPN 300 8030 535 632 11.70 31.77 495.0 67.8 130 2.90 32.00 37.4 68970

UPN 320 10870 679 826 12.10 47.11 597.0 80.6 152 2.81 35.00 66.7 95690

UPN 350 12840 734 918 12.90 50.84 570.0 75.0 143 2.72 32.00 61.2 113200

UPN 380 15760 829 1014 14.00 53.23 615.0 78.7 148 2.77 32.64 59.1 145600

UPN 400 20350 1020 1240 14.90 58.55 846.0 102 190 3.04 39.60 81.6 220300

Page 18: anexe 1

Principiile proiectării la stări limită 25

Anexa 1-12: Detalii de găurire şi decupare profil UPN

UUPPNN

Tip Detalii găurire Detalii tăiere

profil d ss pmin pmax m c n

cm cm cm cm cm cm cm2

UPN 80 47 19,4 - - - 8 46 18

UPN 100 64 20,3 - - - 8 52 20

UPN 120 82 22,2 - - - 9 56 20

UPN 140 98 23,9 M 12 33 37 9 60 22

UPN 160 115 25,3 M 12 34 42 10 64 24

UPN 180 133 26,7 M 16 38 41 10 70 24

UPN 200 151 28,1 M 16 39 46 11 74 26

UPN 220 167 30,3 M 16 40 51 11 78 28

UPN 240 184 31,7 M 20 46 50 12 82 30

UPN 260 200 33,9 M 22 50 52 12 88 32

UPN 280 216 35,6 M 22 52 57 12 92 34

UPN 300 232 37,3 M 24 55 59 12 98 36

UPN 320 246 43,0 M 22 58 62 16 94 38

UPN 350 282 40,7 M 22 56 62 16 94 36

UPN 380 313 40,3 M 24 59 60 16 96 34

UPN 400 324 44,0 M 27 61 62 16 104 40

z

ss

p m

c

d hw y y

n

z

z

Page 19: anexe 1

26 Principiile proiectării la stări limită

Anexa 1-13: Dimensiuni şi caracteristici secţionale profil UPE

UUPPEE Profile U cu tălpi paralele

Dimensiuni: DIN 1026-2: 2002-10

Toleranţe: EN 10279: 2000

Clasa secţiunii

Tip G h b tw tf = r1 r2 A yg ys Încovoiere Compresiune

profil Kg/m mm mm mm mm mm cm2 cm cm S235 S275 S355 S235 S275 S355

UPE 80 8.88 80 50 4.5 7 10 10,1 3.71 1.82 1 1 1 1 1 1

UPE 100 10.9 100 55 5.0 7,5 10 12,5 3.93 1.91 1 1 1 1 1 1

UPE 120 13.2 120 60 5.5 8 12 15,4 4.12 1.98 1 1 1 1 1 1

UPE 140 15.7 140 65 6.0 9 12 18,4 4.54 2.17 1 1 1 1 1 1

UPE 160 18.6 160 70 6.5 9,5 12 21,7 4.76 2.27 1 1 1 1 1 1

UPE 180 21.6 180 75 7.0 10,5 12 25,1 5.19 2.47 1 1 1 1 1 1

UPE 200 24.8 200 80 7.5 11 13 29,0 5.41 2.56 1 1 1 1 1 1

UPE 220 28.8 220 85 8.0 12 13 33,9 5.70 2.7 1 1 1 1 1 1

UPE 240 33.4 240 90 8.5 12,5 15 38,5 5.91 2.79 1 1 1 1 1 1

UPE 270 38.7 270 95 9.0 13,5 15 44,8 6.14 2.89 1 1 1 1 1 2

UPE 300 44.4 300 100 9.5 15 15 56,6 6.03 2.89 1 1 1 1 1 1

UPE 330 53.2 330 105 11.0 16 18 67,8 6.00 2.9 1 1 1 1 1 1

UPE 360 61.2 360 110 12.0 17 18 77,9 6.12 2.97 1 1 1 1 1 1

UPE 400 72.2 400 115 13.6 18 18 91,9 6.06 2.98 1 1 1 1 1 1

h

b

tw

y y

z

r

ys

yg

tf z

Page 20: anexe 1

Principiile proiectării la stări limită 27

Anexa 1–13: Dimensiuni şi caracteristici secţionale profil UPE

Caracteristici secţionale

Tip y – y z – z

profil Iy Wel, y Wpl, y iy Av,z Iz Wz Wpl,z iz Av,y It Ct = Iω

cm4 cm3 cm3 cm cm2 cm4 cm3 cm3 cm cm2 cm4 cm6

UPE 80 107.2 26,80 31,23 3,26 4,05 25.41 7.98 14.28 1.59 25.41 – 220

UPE 100 206.9 41,37 48,01 4,07 5,34 38.21 10.63 19.34 1.75 38.21 2.81 530

UPE 120 363.5 60,58 70,33 4,86 7,18 55.40 13.79 25.28 1.90 55.40 3.72 1120

UPE 140 599.5 85,64 98,84 5,71 8,25 78.70 18.19 33.22 2.07 78.70 4.84 2200

UPE 160 911.1 113,9 131,6 6,48 10,04 106.8 22.58 41.49 2.22 106.8 6.49 3960

UPE 180 1353 150,4 173,0 7,34 11,20 143.7 28.56 52.30 2.39 143.7 8.20 6810

UPE 200 1909 190,9 220,1 8,11 13,50 187.3 34.43 63.28 2.54 187.3 10.3 11000

UPE 220 2682 243,9 281,5 8,90 15,81 246.4 42.51 78.25 2.70 246.4 13.8 17610

UPE 240 3599 299,9 346,9 9,67 18,77 310.9 50.08 92.18 2.84 310.9 18.9 26420

UPE 270 5255 389,2 451,1 10,83 22,23 401.0 60.69 111.6 2.99 401.0 24.6 43550

UPE 300 7823 521,5 613,4 11,76 30,29 537.7 75.58 136.6 3.08 537.7 31.5 72660

UPE 330 11010 667,1 791,9 12,74 38,81 681.5 89.66 156.2 3.17 681.5 45.2 111800

UPE 360 14830 823,6 982,3 13,79 45,61 843.7 105.1 177.8 3.29 843.7 58.5 166400

UPE 400 20980 1049 1263 15,11 56,20 1045 122.6 191.4 3.37 1045 79.1 259000

Page 21: anexe 1

28 Principiile proiectării la stări limită

Anexa 1-14: Detalii de găurire şi decupare profil UPE

UUPPEE

Tip Detalii găurire Detalii tăiere

profil hw d ss pmin pmax m c n

cm cm cm cm cm cm cm cm2

UPE 80 66 46 16,9 - - - 7 52 42

UPE 100 85 65 17,9 M 12 35 36 7 58 20

UPE 120 104 80 20,0 M 12 35 41 8 62 20

UPE 140 122 98 21,0 M 16 35 38 8 66 20

UPE 160 141 117 22,0 M 16 36 43 9 70 24

UPE 180 159 135 23,0 M 16 36 48 9 76 24

UPE 200 178 152 24,6 M 20 46 47 10 80 24

UPE 220 196 170 26,1 M 22 47 49 10 84 26

UPE 240 215 185 28,3 M 24 47 51 11 88 30

UPE 270 243 213 29,8 M 27 48 50 11 94 30

UPE 300 270 240 33,3 M 27 50 55 12 98 32

UPE 330 298 262 37,5 M 27 54 60 13 102 36

UPE 360 326 290 39,5 M 27 55 65 14 106 36

UPE 400 364 328 42,0 M 27 57 70 16 108 38

z

ss p m

c

d hw y y

n

z

z


Recommended