www.tuboscolmena.com
EDIFICIOS, BODEGAS, PUENTES Y SISTEMAS DE ENTREPISOS
PERFILESSIDERÚRGICOSI - H - W
Los per�les sidelúrgicos COLMENA se fabrican con acero al carbón de alta resistencia y de calidad estructural. Estos per�les se describen según sus dimensiones nominales para columnas (sección H) y vigas sección (I).
ESPECIFICACIONES TÉCNICAS:
VIGAS IPE
IPE 100
IPE 120
IPE 140
IPE 160
IPE 180
IPE 200
IPE 220
IPE 240
IPE 270
IPE 300
IPE 330
IPE 360
IPE 400
IPE 450
IPE 500
IPE 550
IPE 600
Peso
kg/m
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
122
h
mm
100
120
140
160
180
200
220
240
270
300
330
360
400
450
500
550
600
b
mm
55
64
73
82
91
100
110
120
135
150
160
170
180
190
200
210
220
tf
mm
5.7
6.3
6.9
7.4
8
8.5
9.2
9.8
10.2
10.7
11.5
12.7
13.5
14.6
16
17.2
19
tw
mm
4.1
4.4
4.7
5
5.3
5.6
5.9
6.2
6.6
7.1
7.5
8
8.6
9.4
10.2
11.1
12
r
mm
7
7
7
9
9
12
12
15
15
15
18
18
21
21
21
24
24
A
cm2
10.32
13.21
16.43
20.09
23.95
28.48
33.37
39.12
45.94
53.81
62.61
72.73
84.46
98.82
115.5
134.4
156
hi
mm
88.6
107.4
126.2
145.2
164
183
201.6
220.4
249.6
278.6
307
334.6
373
420.8
468
515.6
562
d
mm
74.6
93.4
112.2
127.2
146
159
177.6
190.4
219.6
248.6
271
298.6
331
378.8
426
467.6
514.
Ø
-
-
-
-
M10
M10
M12
M12
M16
M20
M22
M24
M24
M24
M27
M27
M27
Pmin
mm
-
-
-
-
55
56
66
66
67/68
77
88
88/91
95/98
95/99
102/105
109/112
110/113
Pmax
mm
-
-
-
-
58
67
71
81
81
84
88
92
102
112
110
120
130
AL
m2/m
0.4
0.475
0.551
0.623
0.698
0.768
0.848
0.922
1.041
1.16
1.254
1353
1.467
1605
1.744
1877
2.015
AG
m2/t
49.33
45.82
42.7
39.47
37.13
34.36
32.36
30.02
28.86
27.46
25.52
23.7
22.12
20.69
19.23
17.78
16.45
Iy
cm4
171
317.8
541.2
869.3
1317
1943
2772
3892
5790
8356
11770
16270
23130
33740
48200
67120
92080
Wy
cm3
34.2
52.96
77.32
108.7
146.3
194.3
252
324.3
428.9
557.1
713.1
903.6
1156
1500
1928
2441
3069
Wpl, y¨
cm3
39.41
60.73
88.34
123.9
166.4
220.6
285.4
366.6
484
628.4
804.3
1019
1307
1702
2194
2787
3512
Avz
cm2
5.08
6.31
7.64
9.66
11.25
14
15.88
19.14
22.14
25.68
30.81
35.14
42.69
50.85
59.87
72.34
83.78
Iz
cm4
15.92
27.67
44.92
68.31
100.9
142.4
204.9
283.6
419.9
603.8
788.1
1043
1318
1676
2142
2668
3387
Wz
cm3
5.79
8.65
12.31
16.66
22.16
28.47
37.25
47.27
62.2
80.5
98.52
122.8
146.4
176.4
214.2
254.1
307.9
Wpl, z¨
cm3
9.15
13.58
19.25
26.1
34.6
44.61
58.11
73.92
96.95
125.2
153.7
191.1
229
276.4
335.9
400.5
485.6
Iz
cm
1.24
1.45
1.65
1.84
2.05
2.24
2.48
2.69
3.02
3.35
3.55
3.79
3.95
4.12
4.31
4.45
4.66
Ss
mm
23.7
25.2
26.7
30.3
31.8
36.7
38.4
43.4
44.6
46.1
51.6
54.5
60.2
63.2
66.8
73.6
78.1
ITcm4
1.2
1.74
2.45
3.6
4.79
6.98
9.07
12.88
15.94
20.12
28.15
37.32
51.08
66.87
89.29
123.2
165.4
Iwx10-3
cm6
0.35
0.89
1.98
3.96
7.43
12.99
22.67
37.39
70.58
125.9
199.1
313.6
490
791
1249
1884
2846
REFERENCIA DIMENSIONES DETALLESCONSTRUCTIVOS SUPERFICIE
PROPIEDADES MECÁNICAS DE LA SECCIÓN
Eje fuerte y-y Eje debil z-z PROPIEDADESDE LA SECCIÓN
VIGAS HEA
HEA 100
HEA 120
HEA 140
HEA 160
HEA 180
HEA 200
HEA 220
HEA 240
HEA 260
HEA 280
HEA 300
HEA 320
HEA 340
HEA 360
HEA 400
Peso
kg/m
16.7
19.9
24.7
30.4
35.5
42.3
50.5
60.3
68.2
76.4
88.3
97.6
105
112
125
h
mm
96
114
133
152
171
190
210
230
250
270
290
310
330
350
390
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
300
300
300
tw
mm
5,0
5
5,5
6
6,0
6.5
7
7.5
7.5
8,0
8.5
9,0
9.5
10,0
11
tf
mm
8,0
8
8,5
9
9,5
10,0
11
12,0
12.5
13,0
14
15.5
16.5
17.5
19
r
mm
12
12
12
15
15
18
18
21
24
24
27
27
27
27
27
A
cm2
21.24
25.34
31.42
38.77
45.25
53.83
64.34
76.84
86.82
97.26
112.5
124.4
133.5
142.8
159
hi
mm
80
98
116
134
152
170
188
206
225
244
262
279
297
315
352
d
mm
56
74
92
104
122
134
152
164
177
196
208
225
243
261
298
Ø
M10
M16
M16
M22
M24
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
Pmin
mm
55
65
66
86
86
97
97
100/103
106/109
106/109
113/116
113/116
113/117
114/117
115/118
Pmax
mm
67
66
86
88
102
110
130
150
170
190
210
210
210
210
210
AL
m2/m
0.561
0.677
0.794
0.906
1024
1136
1255
1.369
1484
1.603
1717
1.756
1795
1.834
1912
AG
m2/t
33.68
34.06
32.21
29.78
28.83
26.89
24.85
22.7
21.77
20.99
19.43
17.98
17.13
16.36
15.32
Iy
cm4
349.2
606.2
1033
1673
2510
3692
5410
7763
10450
13670
18260
22930
27690
33090
45070
Wy
cm3
72.76
106.3
155.4
220.1
293.6
388.6
515.2
675.1
836.4
1013
1260
1479
1678
1891
2311
Wpl, y¨
cm3
83.01
119.5
173.5
245.1
324.9
429.5
568.5
744.6
919.8
1112
1383
1628
1850
2088
2562
IY
cm
4.06
4.89
5.73
6.57
7.45
8.28
9.17
10.05
10.97
11.86
12.74
13.58
14.4
15.22
16.84
Avz
cm2
7.56
8.46
10.12
13.21
14.47
18.08
20.67
25.18
28.76
31.74
37.28
41.13
44.95
48.96
57.33
Iz
cm4
133.8
230.9
389.3
615.6
924.6
1336
1955
2769
3668
4763
6310
6985
7436
7887
8564
Wz
cm3
26.76
38.48
55.62
76.95
102.7
133.6
177.7
230.7
282.1
340.2
420.6
465.7
495.7
525.8
570.9
Wpl, z¨
cm3
41.14
58.85
84.85
117.6
156.5
203.8
270.6
351.7
430.2
518.1
641.2
709.7
755.9
802.3
872.9
Iz
cm
2.51
3.02
3.52
3.98
4.52
4.98
5.51
6
6.5
7
7.49
7.49
7.46
7.43
7.34
Ss
mm
35.1
35.1
36.6
41.6
42.6
47.6
50.1
56.1
60.6
62.1
68.1
71.6
74.1
76.6
80.6
ITcm4
5.24
5.99
8.13
12.19
14.8
20.98
28.46
41.55
52.37
62.1
85.17
108
127.2
148.8
189
Iwx10-3
cm6
2.58
6.47
15.06
31.41
60.21
108
193.3
328.5
516.4
785.4
1200
1512
1824
2177
2942
REFERENCIA DIMENSIONES DETALLESCONSTRUCTIVOS
SUPERFICIEPROPIEDADES MECÁNICAS DE LA SECCIÓN
Eje fuerte y-y Eje debil z-z PROPIEDADESDE LA SECCIÓN
VIGAS W
W6X8.5W6X9W6X20W8X10W8X15W8X31W8X40W10X12W10X19W10X22W10X49W12X14W12X16W12X22W12X26W12X30W12X65W12X72W14X22W14X34W14X74W16X26W16X31W16X40W16X77W18X35W18x46W18X50W21X44W21X57W21X62W21x68W24x55W24X68W24X76
Pesokg/m12,6613,3929,7614,8822,3246,1359,5
17,8628,2832,7472,9220,8323,8132,7438,6944,6496,73107,132,7450,6
110,138,6946,1359,53
114,5952,0968,4674,4165,4884,8392,27101,281,85101,2113,1
hmm148150157200206203210251259259254302305312310312307312348356361399404406419450460457526536533536599602607
bmm100100153100102203205101102146254101101102165166305305127171257140140178262152154191165167209210178228228
tw
mm4,324,326,604,326,227,249,144,836,356,108,645,085,596,605,846,609,91
10,905,847,24
11,406,356,997,75
11,607,629,149,028,89
10,3010,2010,9010,0010,5011,20
tf
mm4,955,469,275,218,00
11,0014,205,33
10,009,14
14,205,726,73
10,809,65
11,2015,4017,008,51
11,6019,908,76
11,2012,8019,3010,8015,4014,5011,4016,5015,6017,4012,8014,9017,30
Acm2
16,317,337,919,128,658,875,522,836,341,992,926,830,441,849,456,712313641,964,514149,558,976,114666,587,194,883,9108118129105130145
hi
mm138139138190190181182240239241226291292290291290276278331333321381382380380428429428503503502501573572572
AL
m2/m148150157200206203210251259259254302305312310312307312348356361399404406419450460457526536533536599602607
AG
m2/t148150157200206203210251259259254302305312310312307312348356361399404406419450460457526536533536599602607
Iy
cm4
620683
17201280200045806080224040104910
1130036904290649084909910
22200248008280
14200331001250015600216004620021200296003330035100487005540061600562007620087400
Wy
cm3
83,691,1220128193451582179308380895244280416547633
14401600475796
1840629773
10602200944
129014601340182020802290187025202880
Wpl, y¨
cm3
93,9102246145223498652206354426990285329480610706
15901770544895
2060724885
120024601090149016601560211023602620220029003280
Ry
cm61,762,767,681,883,688,189,799,1105108110117119125131132134135141148153159163168178179184187205212217218231243246
Iz
cm4
0,8280,9165,540,871,4215,420,4
0,9071,794,7538,9
0,9821,171,947,2
8,4572,481,22,919,7
55,83,995,1612
57,46,379,3716,78,6212,723,926,912,129,334,3
Wz
cm3
16,618,272,317,427,915220018
35,165,130619,523,137,987,510247753145,911343657,273,613544183,9122175104153229257136257302
Wpl, z¨
cm3
25,628,211027,243,823130328,554,910046431,13760
13415772380671,917466489,8115208674132192272167243356400218401469
Rz
cm22,623
38,121,422,351,351,819,922,233,864,519,119,621,538,438,676,777,226,438,963
28,429,739,962,731
32,841,932
34,345
45,734
47,548,8
IT
cm4
1,391,6910,001,775,7022,3046,602,289,7010,0057,902,934,2912,2012,5019,0090,70122,00
8,6623,70161,0010,9019,2033,00149,0021,1050,8051,6032,1073,7076,20102,0049,1077,80112,00
REFERENCIA DIMENSIONES DETA
LLES
CONS
TRUC
TIVO
SSUPERFICIE
PROPIEDADES MECÁNICAS DE LA SECCIÓN
Eje fuerte y-y Eje debil z-z
Calle 45A SUR # 60 - 57 - Sevillana, Bogotá D.C. · Tels: (1) 728 0211 - 724 4655 · Fax: (1) 724 0171www.tuboscolmena.com
Síguenos en: @TubosColmena TubosColmena
Los per�les sidelúrgicos COLMENA se fabrican según norma ASTM A572 Grado 50 o A992 de alta resistencia, baja aleación, alta soldabilidad y ductibilidad
MATERIALES Y FABRICACIÓN
COMPOSICIÓN QUÍMICALímites (%)
CarbonoManganesoFósforoAzufreSilicio
0.20 máx0.30 min / 1.65 máx.0.40 máx0.50 máx0.60 máx
REQUISITOS MECÁNICOSGRADOResistencia mínima al tracción Mpa (Psi)Límite mínimo de �uencia Mpa (Psi)Elongación mínima (%) 50 mm (2”)Elongación mínima (%) en 200 mm (8”)
50450 (65.000)345 (50.000)1712
Núm
ero
de
Con
trol
: CC
-620
-017
- E
dici
ón #
1 14
-03-
28 -
Rev
isió
n #A
14-
03-2
8
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