Vigas Ipn, Ipe, Hea, Heb, Upn, Upl, Upe, Upam

Vigas IPN, IPE, HEA, HEB, UPN, UPL, UPE, UPAM

Composición Química. CALIDAD 1- AE-25 2- AE-35 3- ASTM A 36 4- ASTM A 572,GRADO 50

5- ST 37 - 2 6- ST 50 - 3

http://www.materialeslosandes.com/vigasipn.html

% C (MAX) 0.20 0.30 0.25 0.23 0.20 0.20

% Mn (MAX) 0.80 0.90 ---1.35 -------

% P (MAX) 0.05 0.05 0.04 0.04 0.06 0.05

% S (MAX) 0.05 0.05 0.05 0.05 0.05 0.05

Propiedades Mecánicas

CALIDAD

Pto. de Cedente Fy Kg/cm2. (min)

1- AE-25 2- AE-35 3- ASTM A 36

2500 3500 2500 3500 2400 3600

4- ASTM A 572. GRADO 50

5- ST 37 - 2 6- ST 50 - 3

Perfiles Estructurales de Acero, Vigas, Ángulos.

I= Momento de Inercia. S= Momento de resistencia. R= Radio de Inercia, siempre referidos al eje de flexión correspondiente. Calidades: Covenin 1293-85. ASTM-A-36. ST-37-2.

Esfuerzo max.

Alargamiento

F min Kg/cm2.

% 50 mm.

3700 5500 4100/5600 4500 3700/4500 5200/6200

25 22 20 21 25 22



Momento respecto a los ejes

Dimensiones (mm) IPN(I)

80 100 120 140

160 180 200 220 240 260 280 300 320 340 360 380 400 425 450 475 500 550 600

h

b

80 100 120 140

160 180 200 220 240 260 280 300 320 340 360 380 400 425 450 475 500 550 6 00

s

42 4.2 50 4.5 58 5.1 66 5.7

74 .3 82 6.9 90 7.5 98 8.1 106 8.7 113 9.4 119 10.1 125 10.8 131 11.5 137 12.2 143 13.0 149 13.7 155 1 4.4 163 15.3 170 16.2 1 78 17.1 1 85 18.0 2 00 19.0 2 15 21.6

t

r1

5.9 6.8 7.7 8.6

9.5 10.4 11.3 12.2 13.1 14.1 15.2 16.2 17.3 18.3 19.5 20.5 21.6 23.0 24.3 25.6 27.0 30.0 32.4

6.3 6.9 7.5 8.1 8.7 9.4 10.1 10.8 11.5 12.2 13.0 13.7 14.4 15.3 16.2 17.1 18.0 19.0 21.6

2.3 2.7 3.1 3.4

3.8 4.1 4.5 4.9 5.2 5.6 6.1 6.5 6.9 7.3 7.8 8.2 8.6 9.2 9.7 10.3 10.8 11.9 13.0

Peso

2

Kg/m

cm

r 2

3.9 4.5 5.1 5.7

Área

7.77 10.60 14.20 18.20

22.8 27.9 33.4 39.5 46.1 53.3 61.0 69.0 77.7 86.7 97.0 107.0 118.0 132.0 147.0 163.0 179.0 212.0 254.0

6.10 8.34 11.10 14.30

17.90 21.90 26.20 31.10 36.20 41.90 47.90 54.20 61.00 68.00 76.10 84.00 92.40 104.00 115.00 128.00 141.00 166.00 199.00

EJE-X-X.... ... ....... Ix

Sx

cm 4

cm 3

78.40 170.00 327.00 572.00

935.0 450.0 2140.0 3060.0 4250.0 5740.0 5790.0 9800.0 12510.0 15700.0 19610.0 5410.0 29210.0 36970.0 45850.0 56480.0 68740.0 99180.0 139000.0

19.6 34.1 54.5 81.8

117.0 161.0 214.0 278.0 354.0 442.0 542.0 653.0 782.0 923.0 1090.0 1260.0 1460.0 1740.0 2040.0 2380.0 2750.0 3610.0 4630.0

Rx cm

3.18 4.0 4.8 5.6

6.40 7.20 8.00 8.80 9.59 10.40 11.10 11.90 12.70 13.50 14.20 15.00 15.70 16.70 17.70 18.60 19.60 21.60 23.40

EJE-Y-Y Iy

Sy

Ry

cm 4

cm 3

cm

6.29 12.1 21.4 35.1

54.70 81.30 117.00 162.00 221.00 288.00 364.00 451.00 555.00 674.00 818.00 975.00 1160.00 1440.00 1730.00 2090.00 2480.00 3490.00 4670.00

2.99 4.86 7.38 10.6

14.80 19.80 26.00 33.10 41.70 51.00 61.20 72.20 84.70 98.40 114.00 131.00 149.00 176.00 203.00 235.00 268.00 349.00 434.00

0.90 1.07 1.23 1.39

1.55 1.71 1.87 2.02 2.20 2.32 2.45 2.56 2.67 2.80 2.90 3.02 3.13 3.30 3.43 3.60 3.72 4.02 4.30

PESOS Y MEDIDAS Altura

Peso

(mm)

(Kgf/m)

60 80 100 120 140

4,2 6,1 8,34 11,1 143

Peso/Pieza (Kgf/pza)

Embalaje (pza/atado)

Peso atado (Kgf/atado)

Longitud (m)

50,40 73,2 100,08 133,2 171,6

30 20 20 12 12

1.512 1.464 2.002 1.598 2.059

12 12 12 12 12



I= Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referidos ..... al eje de flexión correspondiente. Calidades: ASTM-A-36. .................. ST-37-2.


Dimensiones (mm) IPE

Área

Peso

(I)

cm 2

Kg/m

H B 80 80 100 100 120 120 140 140 160 160 180 180 200 200 220 220 240 240 270 270 300 300 330 330 360 360 400 400 450 450 500 500 550 550 600 600

S

T

R

46 3.8 5.2 55 4.1 5.7 64 4.4 6.3 73 4.7 6.9 82 5.0 7.4 91 5.3 8.0 100 5.6 8.5 110 5.9 9.2 120 6.2 9.8 135 6.6 10.2 150 7.1 10.7 160 7.5 11.5 170 8.0 12.7 180 8.6 13.5 190 9.4 14.6 200 10.2 16.0 210 11.1 17.2 220 12.0 19.0

EJE-X-X.... ... ....... Ix 4

cm

5 7 7 7 9 9 12 12 15 15 15 18 18 21 21 21 24 24

7.64 10.30 13.20 16.40 20.10 23.90 28.50 33.40 39.10 45.90 53.80 62.60 72.70 84.50 98.80 116.00 134.00 156.00

6.0 8.1 10.4 12.9 15.8 18.8 22.4 26.2 30.7 36.1 42.2 49.1 57.1 66.3 77.6 90.7 106.0 122.0

80.1 171 318 541 869 1320 1940 2770 3890 5790 8360 11800 16300 23100 33700 48200 67100 92100

Sx cm

Rx cm

20.0 34.2 53.0 77.3 109.0 146.0 194.0 252.0 324.0 429.0 557.0 713.0 904.0 1160.0 1500.0 1930.0 2440.0 3070.0

3.24 4.07 4.90 5.74 6.58 7.42 8.26 9.11 9.97 11.20 12.50 13.70 15.00 16.50 18.50 20.40 22.30 24.30

3

EJE-Y-Y Iy 4

cm

8.48 15.90 27.60 44.90 68.20 101.00 142.00 205.00 283.00 419.00 603.00 787.00 1040.00 1320.00 1670.00 2140.00 2660.00 3380.00

Sy 3

cm

3.69 5.78 8.64 12.30 16.60 22.10 28.40 37.20 47.20 62.10 80.40 98.40 123.00 146.00 176.00 214.00 254.00 308.00

I= .Momento de Inercia. S= Momento de Resistencia. R=Radio de Inercia, siempre referidos al eje de flexión correspondiente. Calidades: ASTM-A-36. ..................ST-37-2.

HEA (I) IPBL

Dimensiones (mm)

Área

Peso

cm 2

Kg/m


Ry cm

1.05 1.24 1.45 1.65 1.84 2.05 2.23 2.48 2.69 3.02 3.35 3.55 3.79 3.95 4.12 4.30 4.45 4.66


h

100 120 140 160 180 200 220 240 260 280 300 320 340 360 400 450 500 550 600 650 700 800 900 1000

96 114 133 152 171 190 210 230 250 270 290 310 330 350 390 440 490 540 590 640 690 790 890 990

b

s

100 120 140 160 180 200 220 240 260 280 300 300 300 300 300 300 300 300 300 300 300 300 300 300

t

5.0 5.0 5.5 6.0 6.0 6.5 7.0 7.5 7.5 8.0 8.5 9.0 9.5 10.0 11.0 11.5 12.0 12.5 13.0 13.5 14.5 15.0 16.0 16.5


EJE-X-X

r1

8.0 8.0 8.5 9.0 9.5 10.0 11.0 12.0 12.5 13.0 14.0 15.5 16.5 17.5 19.0 21.0 23.0 24.0 25.0 26.0 27.0 28.0 30.0 31.0

Ix cm 4

12 12 12 15 15 18 18 21 24 24 27 27 27 27 27 27 27 27 27 27 27 30 30 30

21.2 25.3 31.4 38.8 45.3 53.8 64.3 76.8 86.8 97.3 113.0 124.0 133.0 143.0 159.0 178.0 198.0 212.0 226.0 242.0 260.0 286.0 321.0 347.0

16.7 19.9 27.7 30.4 35.5 42.3 50.5 60.3 68.2 76.4 88.3 97.6 105.0 112.0 125.0 140.0 155.0 166.0 178.0 190.0 204.0 224.0 252.0 272.0

Sx cm 3

349 606 1030 1670 2510 3690 5410 7760 0500 13700 18300 22900 27700 33100 45100 63700 87000 112000 141000 175000 215000 303000 422000 554000

72.7 106.0 155.0 220.0 294.0 389.0 515.0 675.0 836.0 1010.0 1260.0 1480.0 1680.0 1890.0 2310.0 2900.0 3550.0 4150.0 4790.0 5470.0 6240.0 7680.0 9480.0 11200.0

EJE-Y-Y Rx cm

4.05 4.89 5.73 6.57 7.45 8.28 9.17 10.10 11.00 11.90 12.70 13.60 14.40 15.20 16.80 18.90 21.00 23.00 25.00 26.90 28.70 32.60 36.30 40.00

Iy cm 4

134 231 389 615 924 1330 1950 2770 3660 4760 6310 6980 7430 7880 8560 9460 10400 10800 11300 11700 12200 12600 13500 14000

Sy cm 3 Ry cm

26.7 38.4 55.6 76.9 103.0 133.0 178.0 231.0 282.0 340.0 420.0 465.0 495.0 525.0 571.0 631.0 691.0 721.0 751.0 781.0 812.0 842.0 903.0 933.0

2.51 3.02 3.52 3.98 4.52 4.98 5.51 6.00 6.50 7.00 7.49 7.49 7.46 7.43 7.34 7.29 7.24 7.15 7.05 6.96 6.84 6.65 6.50 6.35

I= Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referido ......al eje de flexión correspondiente. Calidades: ASTM-A-36. .................. ST-37-2.

Dimensiones (mm)

HEB (I) IPB

100 120 140 160 180 200

h

100 120 140 160 180 200

b

100 120 140 160 180 200

s

t

6.0 6.5 7.0 8.0 8.5 9.0

r1

10.0 11.0 12.0 13.0 14.0 15.0

Área

Peso

cm 2

Kg/m

Momento respecto a los ejes EJE-X-X Ix cm 4

12 12 12 15 15 18

26.0 34.0 43.0 54.3 65.3 78.1

20.4 26.7 33.7 42.6 51.2 61.3

449 864 1510 2490 3830 5700

Sx cm 3

89.9 144 216 311 426 570

EJE-Y-Y Rx cm

4.15 5.04 5.93 6.78 7.66 8.54

Iy cm 4

167 317 549 889 1360 2000

Sy cm 3

33.4 52.9 78.5 111 151 200

Ry cm

2.53 3.05 3.58 4.05 4.57 5.06

Vigas IPN, IPE, HEA, HEB, UPN, UPL, UPE, UPAM 220 240 260 280 300 320 340 360 400 450 500 550 600 650 700 800 900 1000

220 240 260 280 300 320 340 360 400 450 500 550 600 650 700 800 900 1000

220 240 260 280 300 300 300 300 300 300 300 300 300 300 300 300 300 300

9.5 10.0 10.0 10.5 11.0 11.5 12.0 12.5 13.5 14.0 14.5 15.0 15.5 16.0 17.0 17.5 18.5 19.0

16.0 17.0 17.5 18.0 19.0 20.5 21.5 22.5 24.0 26.0 28.0 29.0 30.0 31.0 32.0 33.0 35.0 36.0

http://www.materialeslosandes.com/vigasipn.html 18 21 24 24 27 27 27 27 27 27 27 27 27 27 27 30 30 30

91.0 106 118 131 149 161 171 181 198 218 239 254 270 286 306 334 371 400

71.5 83.2 93.0 103 117 127 134 142 155 171 187 199 212 225 241 262 291 314

8090 11300 14900 19300 25200 30800 36700 43200 57700 79900 107000 137000 171000 211000 257000 359000 494000 645000

736 938 1150 1380 1680 1930 2160 2400 2880 3550 4290 4970 5700 6480 7340 8980 11000 12900

9.43 10.3 11.2 12.1 13.0 13.8 14.6 15.5 17.1 19.1 21.2 23.2 25.2 27.1 29.0 32.8 36.5 40.1

2840 3920 5130 6590 8560 9230 9680 10100 10800 11700 12600 13100 13500 14000 14400 14900 15800 16300

258 327 395 471 571 616 646 676 721 781 841 871 902 932 962 993 1050 1080

I= Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referido ......al eje de flexión correspondiente. Calidades: ASTM-A-36. ................ST-37-2.

Dimensiones (mm) UPN

EJE-X-X

cm 2 Kg/m

h

80 100 120 140 160 180 200 220 240 260 280 300 320


Área Peso

b

s

80 45 6.0 100 50 6.0 120 55 7.0 140 60 7.0 160 65 7.5 180 70 8.0 200 75 8.5 220 80 9.0 240 85 9.5 260 90 10.0 280 95 10.0 300 100 10.0 320 100 14.0

t

8.0 8.5 9.0 10.0 10.5 11.0 11.5 12.5 13.0 1 4.0 15.0 16.0 17.5

Ix m 4

r1 r 2

8.0 8.5 9.0 10.0 10.5 11.0 11.5 12.5 13.0 14.0 15.0 16.0 17.5

4.0 4.5 4.5 5.0 5.5 5.5 6.0 6.5 6.5 7.0 7.5 8.0 8.5

11.0 13.5 17.0 20.4 24.0 28.0 32.2 37.4 42.3 48.3 53.4 58.8 75.8

8.65 10.6 13.3 16.0 18.9 22.0 25.3 29.4 33.2 37.9 41.9 46.1 59.5

106 205 364 605 925 1350 1910 2690 3600 4820 6280 8030 10870

EJE-Y-Y

Sx cm 3 Rx cm Iy cm 4

26.5 41.1 60.7 86.4 116.0 150.0 191.0 245.0 300.0 371.0 448.0 535.0 679.0

3.10 3.91 4.63 5.45 6.21 6.96 7.71 8.48 9.22 10.0 10.80 11.70 12.10

19.4 29.1 43.1 62.5 85.0 113.0 148.0 196.0 247.0 317.0 398.0 493.0 597.0

Sycm 3

Ry cm

6.35 8.45 11.10 14.70 18.20 22.40 26.90 33.50 39.50 47.80 57.10 67.60 80.60

1.33 1.47 1.59 1.75 1.89 2.02 2.14 2.30 2.42 2.56 2.74 2.90 2.81

5.59 6.08 6.58 7.08 7.58 7.57 7.53 7.49 7.39 7.33 7.27 7.17 7.08 6.99 6.86 6.68 6.52 6.38

Vigas IPN, IPE, HEA, HEB, UPN, UPL, UPE, UPAM 350 380 400

350 100 14.0 16.0 16.0 380 102 13.5 16.0 16.0 400 110 14.0 18.0 18.0

http://www.materialeslosandes.com/vigasipn.html 8.0 8.0 9.0

77.3 80.4 91.5

60.6 63.1 71.8

12840 15760 20350

734.0 829.0 1020.0

12.90 14.00 14.90

570.0 615.0 846.0

75.00 78.70 102.00

2.72 2.77 3.04

...........................

.I= Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referidos ..... al eje de flexión correspondiente. Calidades: ASTM-A-36. ................. Covenin 1037-86.

Dimensiones (mm) UPL

80 100 120

h

b

s

80 100 120

35 40 45

t

4.5 5.0 5.0

Área

Peso

cm 2

Kg/m

Momento respecto a los ejes EJE-X-X Ix cm 4

7.0 7.75 8.0 10.50 8.0 12.2

6.08 8.2 9.58

EJE-Y-Y

Sx cm 3 Rx cm

74.4 155 266

18.6 30.9 44.3

Distancia de los ejes y-y e cm 1.05 1.20 1.31

Iy cm 4

3.10 3.92 4.67

7.8 13.5 19.8

Sy cm 3 Ry cm

3.18 4.80 6.1

1.00 1.15 1.27

I=. Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referidos ...... al eje de flexión correspondiente. Calidades: ASTM-A-36. ...................Covenin 1037-86.


Dimensiones (mm) UPE

h C 120

120

b 52

s 408

t

r1

78

75

r 2

30

Área

Peso

cm 2

Kg/m

13 3

10 4

EJE X-(X) Ix cm4

Sx cm3

304

50 6

EJE Y-(Y) ly cm3 31 2

Sycm3 8 52

Vigas IPN, IPE, HEA, HEB, UPN, UPL, UPE, UPAM C 140 C 160 C 180 C 200

140 160 180 200

58 64 70 76

4.9 5.0 5.1 5.2

8.1 8.4 8.7 9.0

http://www.materialeslosandes.com/vigasipn.html 8.0 8.5 9.0 9.5

3.0 3.5 3.5 4.0

15.6 18.1 20.7 23.4

12.3 14.2 16.3 18.4

491 747 1090 1520

70.2 93.4 121.0 152.0

45.4 63.3 86.0 113.0

11.00 13.80 17.00 20.50

I= Momento de Inercia. S= Momento de Resistencia. R= Radio de Inercia, siempre referido al eje de flexión correspondiente. Calidades: ASTM-A-36. ST-37-2.

Dimensiones (mm)

UPAM pulg x lb/pie

5 x 6.70 6 x 8.20 7 x 8.20 8x11.50 9x13.40 10x15.30 12x20.73 15x13.90

h

b

s

t

12.7 152.4 177.8 203.4 228.6 254.0 304.8 381.0

44.5 47.6 54.0 57.2 60.3 66.7 76.2 8.57

4.8 4.8 4.8 6.4 6.4 6.4 7.9 9.5

8.13 8.71 9.3 9.91 10.5 11.1 12.7 16.5

Área

Peso

cm 2

Kg/m

Momento respecto a los ejes EJE X-(X) Ix cm 4

12.7 15.5 18.5 21.8 25.3 28.8 39.0 64.0

10.0 12.2 14.6 17.1 20.0 22.8 30.9 50.5

310 544 883 1350 1970 2780 5320 13000

EJE Y-(Y)

Sx cm 3 Rx cm Iy cm 4

48.8 71.4 99.3 133 172 219 349 683

4.94 5.9 6.9 7.8 8.8 9.8 11.7 14.3

19.3 27.9 39.0 53.1 70.8 91.7 156 376

Sy cm 3

Ry cm

5.93 7.71 9.79 12.2 15.1 18.2 27.1 48.8

1.23 1.34 1.45 1.56 1.67 1.78 2.00 2.26

Vigas Ipn, Ipe, Hea, Heb, Upn, Upl, Upe, Upam

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