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Materiales Los Andes, Productos <br /> <b>Notice</b>: Use of undefined constant pagina - assumed 'pagina' in <b>/srv/www/clients/client7/web20/web/tproductos.php</b> on line <b>69</b><br /> : Vigas


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Vigas

Composición Química.

CALIDAD % C (MAX) % Mn (MAX) % P (MAX) % S (MAX)
1- AE-25
0.20
0.80
0.05
0.05
2- AE-35
0.30
0.90
0.05
0.05
3- ASTM A 36
0.25
----
0.04
0.05
4- ASTM A 572,GRADO 50
0.23
1.35
0.04
0.05
5- ST 37 - 2
0.20
----
0.06
0.05
6- ST 50 - 3
0.20
----
0.05
0.05

Propiedades Mecánicas

CALIDAD
Pto. de Cedente Fy Kg/cm2. (min)
Esfuerzo max.

F min Kg/cm2.

Alargamiento

% 50 mm.

1- AE-25
2500
3700
25
2- AE-35
3500
5500
22
3- ASTM A 36
2500
4100/5600
20
4- ASTM A 572. GRADO 50
3500
4500
21
5- ST 37 - 2
2400
3700/4500
25
6- ST 50 - 3
3600
5200/6200
22

Vigas IPN

Diagrama perfil IPN 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.
IPN(I) Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
d bf tw tf r1 r2 Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
NACIONALES
80 80  42  4.2  5.9  3.9
2.3
 7.77
 6.10
 78.40
 19.6
 3.18
 6.29
 2.99
 0.90
100
100
50
4.5
6.8
4.5
2.7
10.60
8.34
170.00
34.1
4.0
12.1
4.86
1.07
120
120
58
5.1
7.7
5.1
3.1
14.20
11.10
327.00
54.5
4.8
21.4
7.38
1.23
140
140
66
5.7
8.6
5.7
3.4
18.20
14.30
572.00
81.8
5.6
35.1
10.6
1.39
IMPORTADAS
160
160
74
.3
9.5
6.3
3.8
22.8
17.90
935.0
117.0
6.40
54.70
14.80
1.55
180
180
82
6.9
10.4
6.9
4.1
27.9
21.90
450.0
161.0
7.20
81.30
19.80
1.71
200
200
90
7.5
11.3
7.5
4.5
33.4
26.20
2140.0
214.0
8.00
117.00
26.00
1.87
220
220
98
8.1
12.2
8.1
4.9
39.5
31.10
3060.0
278.0
8.80
162.00
33.10
2.02
240
240
106
8.7
13.1
8.7
5.2
46.1
36.20
4250.0
354.0
9.59
221.00
41.70
2.20
260
260
113
9.4
14.1
9.4
5.6
53.3
41.90
5740.0
442.0
10.40
288.00
51.00
2.32
280
280
119
10.1
15.2
10.1
6.1
61.0
47.90
5790.0
542.0
11.10
364.00
61.20
2.45
300
300
125
10.8
16.2
10.8
6.5
69.0
54.20
9800.0
653.0
11.90
451.00
72.20
2.56
320
320
131
11.5
17.3
11.5
6.9
77.7
61.00
12510.0
782.0
12.70
555.00
84.70
2.67
340
340
137
12.2
18.3
12.2
7.3
86.7
68.00
15700.0
923.0
13.50
674.00
98.40
2.80
360
360
143
13.0
19.5
13.0
7.8
97.0
76.10
19610.0
1090.0
14.20
818.00
114.00
2.90
380
380
149
13.7
20.5
13.7
8.2
107.0
84.00
5410.0
1260.0
15.00
975.00
131.00
3.02
400
400
155
14.4
21.6
14.4
8.6
118.0
92.40
29210.0
1460.0
15.70
1160.00
149.00
3.13
425
425
163
15.3
23.0
15.3
9.2
132.0
104.00
36970.0
1740.0
16.70
1440.00
176.00
3.30
450
450
170
16.2
24.3
16.2
9.7
147.0
115.00
45850.0
2040.0
17.70
1730.00
203.00
3.43
475
475
178
17.1
25.6
17.1
10.3
163.0
128.00
56480.0
2380.0
18.60
2090.00
235.00
3.60
500
500
185
18.0
27.0
18.0
10.8
179.0
141.00
68740.0
2750.0
19.60
2480.00
268.00
3.72
550
550
200
19.0
30.0
19.0
11.9
212.0
166.00
99180.0
3610.0
21.60
3490.00
349.00
4.02
600
600
215
21.6
32.4
21.6
13.0
254.0
199.00
139000.0
4630.0
23.40
4670.00
434.00
4.30


PESOS Y MEDIDAS

Altura 

(mm)

Peso

(Kgf/m)

Peso/Pieza (Kgf/pza)
Embalaje (pza/atado)
Peso atado (Kgf/atado)
Longitud (m)
60
4,2
50,40
30
1.512
12
80
6,1
73,2
20
1.464
12
100
8,34
100,08
20
2.002
12
120
11,1
133,2
12
1.598
12
140
143
171,6
12
2.059
12

Vigas IPE


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.
IPE(I) Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t r Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
80 80 46 3.8 5.2 5 7.64 6.0 80.1 20.0 3.24 8.48 3.69 1.05
100 100 55 4.1 5.7 7 10.30 8.1 171 34.2 4.07 15.90 5.78 1.24
120 120 64 4.4 6.3 7 13.20 10.4 318 53.0 4.90 27.60 8.64 1.45
140 140 73 4.7 6.9 7 16.40 12.9 541 77.3 5.74 44.90 12.30 1.65
160 160  82 5.0 7.4 9 20.10 15.8 869 109.0 6.58 68.20 16.60 1.84
180 180 91 5.3 8.0 9 23.90 18.8 1320 146.0 7.42 101.00 22.10 2.05
200 200  100 5.6 8.5 12 28.50 22.4 1940 194.0 8.26 142.00 28.40 2.23
220 220 110 5.9 9.2 12 33.40 26.2 2770 252.0 9.11 205.00 37.20  2.48
240 240 120 6.2 9.8 15 39.10 30.7 3890 324.0 9.97 283.00 47.20 2.69
270 270 135 6.6 10.2 15 45.90 36.1 5790 429.0 11.20 419.00 62.10 3.02
300 300 150  7.1 10.7 15 53.80 42.2 8360 557.0 12.50 603.00 80.40 3.35
330 330 160 7.5 11.5 18 62.60 49.1 11800 713.0 13.70 787.00 98.40 3.55
360 360 170 8.0 12.7 18 72.70 57.1 16300 904.0 15.00 1040.00 123.00 3.79
400 400 180 8.6 13.5 21 84.50 66.3 23100 1160.0 16.50 1320.00 146.00 3.95
450  450 190 9.4 14.6 21 98.80 77.6 33700 1500.0 18.50 1670.00
176.00
4.12
500 500 200 10.2 16.0 21 116.00 90.7 48200 1930.0 20.40 2140.00 214.00 4.30
550 550 210 11.1 17.2 24 134.00 106.0 67100 2440.0 22.30 2660.00 254.00 4.45
600 600 220 12.0 19.0 24 156.00 122.0 92100 3070.0 24.30 3380.00 308.00 4.66

Vigas HEA


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 cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t r1 Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
100
96
100
5.0
8.0
12
21.2
16.7
349
72.7
4.05 
134 
26.7
2.51
120
114
120
5.0
8.0
12
25.3
19.9
606
106.0
4.89
231
38.4
3.02
140
133
140
5.5
8.5
12
31.4
27.7
1030
155.0
5.73
389
55.6
3.52
160
152
160
6.0
9.0
15
38.8
30.4
1670
220.0
6.57
615
76.9
3.98
180
171
180
6.0
9.5
15
45.3
35.5
2510
294.0
7.45
924
103.0
4.52
200
190
200
6.5
10.0
18
53.8
42.3
3690
389.0
8.28
1330
133.0
4.98
220
210
220
7.0
11.0
18
64.3
50.5
5410
515.0
9.17
1950
178.0
5.51
240
230
240
7.5
12.0
21
76.8
60.3
7760
675.0
10.10
2770
231.0
6.00
260
250
260
7.5
12.5
24
86.8
68.2
0500 
836.0
11.00
3660
282.0
6.50
280
270
280
8.0
13.0
24
97.3
76.4
13700
1010.0
11.90
4760
340.0
7.00
300
290
300
8.5
14.0
27
113.0
88.3
18300
1260.0
12.70
6310
420.0
7.49
320
310
300
9.0
15.5
27
124.0
97.6
22900
1480.0
13.60
6980
465.0
7.49
340
330
300
9.5
16.5
27
133.0
105.0
27700
1680.0
14.40
7430
495.0
7.46
360
350
300
10.0
17.5
27
143.0
112.0
33100
1890.0
15.20
7880
525.0
7.43
400
390
300
11.0
19.0
27
159.0
125.0
45100
2310.0
16.80
8560
571.0
7.34
450
440
300
11.5
21.0
27
178.0
140.0
63700
2900.0
18.90
9460
631.0
7.29
500
490
300
12.0
23.0
27
198.0
155.0
87000
3550.0
21.00
10400
691.0
7.24
550
540
300
12.5
24.0
27
212.0
166.0
112000
4150.0
23.00
10800
721.0
7.15
600
590
300
13.0
25.0
27
226.0
178.0
141000
4790.0
25.00
11300
751.0
7.05
650
640
300
13.5
26.0
27
242.0
190.0
175000
5470.0
26.90
11700
781.0
6.96
700
690
300
14.5
27.0
27
260.0
204.0
215000
6240.0
28.70
12200
812.0 
6.84 
800
790
300
15.0
28.0
30
286.0
224.0
303000
7680.0 
32.60
12600 
842.0 
6.65 
900
890
300
16.0
30.0
30
321.0
252.0
422000
9480.0 
36.30
13500
903.0 
6.50 
1000
990
300
16.5
31.0
30
347.0
272.0
554000 
11200.0 
40.00 
14000 
933.0 
6.35 

Vigas HEB

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.


HEB(I) IPB Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t r1 Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
 100
 100
 100
 6.0
 10.0
 12
 26.0
 20.4
 449
 89.9
 4.15
 167
 33.4
 2.53
120
120
120
6.5
11.0
12
34.0
26.7
864
144
5.04
317
52.9
3.05
140
140
140
7.0
12.0
12
43.0
33.7
1510
216
5.93
549
78.5
3.58
160
160
160
8.0
13.0
15
54.3
42.6
2490
311
6.78
889
111
4.05
180
180
180
8.5
14.0
15
65.3
51.2
3830
426
7.66
1360
151
4.57
200
200
200
9.0
15.0
18
78.1
61.3
5700
570
8.54
2000
200
5.06
220
220
220
9.5
16.0
18
91.0
71.5
8090
736
9.43
2840
258
5.59
240
240
240
10.0
17.0
21
106
83.2
11300
938
10.3
3920
327
6.08
260
260
260
10.0
17.5
24
118
93.0
14900
1150
11.2
5130
395
6.58
280
280
280
10.5
18.0
24
131
103
19300
1380
12.1
6590
471
7.08
300
300
300
11.0
19.0
27
149
117
25200
1680
13.0
8560
571
7.58
320
320
300
11.5
20.5
27
161
127
30800
1930
13.8
9230
616
7.57
340
340
300
12.0
21.5
27
171
134
36700
2160
14.6
9680
646
7.53
360
360
300
12.5
22.5
27
181
142
43200
2400
15.5
10100
676
7.49
400
400
300
13.5
24.0
27
198
155
57700
2880
17.1
10800
721
7.39
450
450
300
14.0
26.0
27
218
171
79900
3550
19.1
11700
781
7.33
500
500
300
14.5
28.0
27
239
187
107000
4290
21.2
12600
841
7.27
550
550
300
15.0
29.0
27
254
199
137000
4970
23.2
13100
871
7.17
600
600
300
15.5
30.0
27
270
212
171000
5700
25.2
13500
902
7.08
650
650
300
16.0
31.0
27
286
225
211000
6480
27.1
14000
932
6.99
700
700
300
17.0
32.0
27
306
241
257000
7340
29.0
14400
962
6.86
800
800
300
17.5
33.0
30
334
262
359000
8980
32.8
14900
993
6.68
900
900
300
18.5
35.0
30
371
291
494000
11000
36.5
15800
1050
6.52
1000
1000
300
19.0
36.0
30
400
314
645000
12900
40.1
16300
1080
6.38


Vigas UPN


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.

UPN Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t r1 r2 Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
80
80
45
6.0
8.0
8.0
4.0
11.0
8.65
106
26.5
3.10
19.4
6.35
1.33
100
100
50
6.0
8.5
8.5
4.5
13.5
10.6
205
41.1
3.91
29.1
8.45
1.47
120
120
55
7.0
9.0
9.0
4.5
17.0
13.3
364
60.7
4.63
43.1
11.10
1.59
140
140
60
7.0
10.0
10.0
5.0
20.4
16.0
605
86.4
5.45
62.5
14.70
1.75
160
160
65
7.5
10.5
10.5
5.5
24.0
18.9
925
116.0
6.21
85.0
18.20
1.89
180
180
70
8.0
11.0
11.0
5.5
28.0
22.0
1350
150.0
6.96
113.0
22.40
2.02
200
200
75
8.5
11.5
11.5
6.0
32.2
25.3
1910
191.0
7.71
148.0
26.90
2.14
220
220
80
9.0
12.5
12.5
6.5
37.4
29.4
2690
245.0
8.48
196.0
33.50
2.30
240
240
85
9.5
13.0
13.0
6.5
42.3
33.2
3600
300.0
9.22
247.0
39.50
2.42
260
260
90
10.0
14.0
14.0
7.0
48.3
37.9
4820
371.0
10.0
317.0
47.80
2.56
280
280
95
10.0
15.0
15.0
7.5
53.4
41.9
6280
448.0
10.80
398.0
57.10
2.74
300
300
100
10.0
16.0
16.0
8.0
58.8
46.1
8030
535.0
11.70
493.0
67.60
2.90
320
320
100
14.0
17.5
17.5
8.5
75.8
59.5
10870
679.0
12.10
597.0
80.60
2.81
350
350
100
14.0
16.0
16.0
8.0
77.3
60.6
12840
734.0
12.90
570.0
75.00
2.72
380
380
102
13.5
16.0
16.0
8.0
80.4
63.1
15760
829.0
14.00
615.0
78.70
2.77
400
400
110
14.0
18.0
18.0
9.0
91.5
71.8
20350
1020.0
14.90
846.0
102.00
3.04

Vigas UPL


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.

 

UPL Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes Distancia de los ejes Y-Y en cm
EJE-X-X EJE-Y-Y
d bf tw tf Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
80
80
35
4.5
7.0
7.75
6.08
74.4
18.6
3.10
7.8
3.18
1.00
1.05
100
100
40
5.0
8.0
10.50
8.2
155
30.9
3.92
13.5
4.80
1.15
1.20
120
120
45
5.0
8.0
12.2
9.58
266
44.3
4.67
19.8
6.1
1.27
1.31

Vigas UPE

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.
   
UPE Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t r1 r2 Ix
cm4
Sx
cm3
Iy
cm4
Sy
cm3
C 120
120
52
408
7.8
7.5
3.0
13.3
10.4
304
50.6
31.2
8.52
C 140
140
58
4.9
8.1
8.0
3.0
15.6
12.3
491
70.2
45.4
11.00
C 160
160
64
5.0
8.4
8.5
3.5
18.1
14.2
747
93.4
63.3
13.80
C 180
180
70
5.1
8.7
9.0
3.5
20.7
16.3
1090
121.0
86.0
17.00
C 200
200
76
5.2
9.0
9.5
4.0
23.4
18.4
1520
152.0
113.0
20.50

Vigas UPAM


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.

UPAM pulg x lb/pie Dimensiones (mm) Área cm2 Peso Kg/m Momento respecto a los ejes
EJE-X-X EJE-Y-Y
h b s t Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
5 x 6.70
12.7
44.5
4.8
8.13
12.7
10.0
310
48.8
4.94
19.3
5.93
1.23
6 x 8.20
152.4
47.6
4.8
8.71
15.5
12.2
544
71.4
5.9
27.9
7.71
1.34
7 x 8.20
177.8
54.0
4.8
9.3
18.5
14.6
883
99.3
6.9
39.0
9.79
1.45
8x11.50
203.4
57.2
6.4
9.91
21.8
17.1
1350
133
7.8
53.1
12.2
1.56
9x13.40
228.6
60.3
6.4
10.5
25.3
20.0
1970
172
8.8
70.8
15.1
1.67
10x15.30
254.0
66.7
6.4
11.1
28.8
22.8
2780
219
9.8
91.7
18.2
1.78
12x20.73
304.8
76.2
7.9
12.7
39.0
30.9
5320
349
11.7
156
27.1
2.00
15x13.90
381.0
8.57
9.5
16.5
64.0
50.5
13000
683
14.3
376
48.8
2.26

 ...::TODO PARA LA CONSTRUCIÓN::...