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MeKanocon Estructural CA Con Perforaci�n
PerfilALMA
H
ALA
B
ATESADOR
C
ESPESOR
e
PESO
P
AREA
A Ix Wx rx x Iy Wy ry xo b j Cw 1000j
PROPIEDADES FLEXO-TORSIONALESEJE Y-YEJE X-X
Nombre
90CA085p
90CA10p
100CA085p
(mm)
90
90
100
(mm)
38
38
40
(mm)
12
12
12
(mm)
0.85
1.00
0.85
(kgf/m)
1.23
1.44
1.32
(cm2)
1.28
1.50
1.40
(cm4)
20.02
23.33
26.47
(cm3)
4.45
5.18
5.29
(cm)
3.95
3.94
4.34
(cm)
1.51
1.51
1.50
(cm3)
1.21
1.40
1.33
(cm4)
2.77
3.21
3.32
(cm)
1.47
1.46
1.54
(cm)
-3.31
-3.29
-3.35
(cm)
0.62
0.62
0.65
(cm)
5.61
5.61
6.06
(cm6)
54.08
62.51
6.06
(cm4)
3.09
5.01
3.38
PROPIEDADES GEOM�TRICAS
He
B
C
r
X
Y
X
Y
(mm)
38
38
38
38
40
40
40
40
40
50
(cm4)
3.20
7.56
20.31
23.67
26.75
69.17
80.82
125.73
252.22
499.01
(cm4)
2.24
2.27
3.29
3.81
3.84
4.34
5.03
7.59
8.17
16.47
(cm)
0.29
0.48
0.62
0.62
0.66
0.84
0.84
0.84
0.92
0.92
MeKanocon Estructural CA Sin Perforaci�n
PerfilALMA
H
ALA
B
ATESADOR
C
ESPESOR
e
PESO
P
AREA
A Ix Wx rx x Iy Wy ry xo b j Cw 1000j
PROPIEDADES FLEXO-TORSIONALESEJE Y-YEJE X-X
Nombre
40CA085
60CA085
90CA085
90CA10
100CA085
150CA085
150CA10
150CA16
200CA16
250CA16
(mm)
40
60
90
90
100
150
150
150
200
250
(mm)
6
6
12
12
12
12
12
12
12
15
(mm)
0.85
0.85
0.85
1.00
0.85
0.85
1.00
1.60
1.60
1.60
(kgf/m)
0.83
0.96
1.23
1.44
1.32
1.65
1.94
3.06
3.67
4.64
(cm2)
1.08
1.22
1.57
1.84
1.69
2.12
2.48
3.92
4.72
5.93
(cm3)
1.60
2.52
4.51
5.26
5.35
9.22
10.78
16.76
25.22
39.92
(cm)
1.72
2.49
3.59
3.58
3.98
5.72
5.71
5.67
7.31
9.17
(cm)
1.57
1.28
1.24
1.24
1.25
1.01
1.01
1.01
0.85
1.06
(cm3)
0.92
0.90
1.28
1.49
1.40
1.45
1.68
2.54
2.60
4.18
(cm)
1.44
1.37
1.45
1.44
1.51
1.43
1.42
1.39
1.32
1.67
(cm)
-3.49
-2.97
-3.02
-3.00
-3.08
-2.61
-2.60
-2.53
-2.20
-2.80
(cm)
4.02
4.14
5.04
5.04
5.52
8.20
8.22
8.32
12.63
15.62
(cm6)
7.81
16.08
58.45
67.59
81.69
195.03
226.16
341.35
650.13
2043.30
(cm4)
2.60
2.93
3.79
6.14
4.08
5.10
8.28
33.43
40.26
50.63
He
B
C
r
X
Y
X
MeKanocon Estructural U
(cm4)
2.24
5.47
15.68
18.32
20.51
23.97
62.87
128.05
225.76
(cm4)
0.49
0.56
1.03
1.20
1.06
1.24
1.35
1.42
1.47
(cm)
0.57
0.76
0.84
0.84
0.88
0.88
0.95
0.98
0.99
ESPESOR
e
PESO
P
AREA
A Ix Wx rx x Iy Wy ry xo b j Cw 1000j
PROPIEDADES FLEXO-TORSIONALESEJE Y-YEJE X-X
(mm)
25
25
30
30
30
30
30
30
30
PerfilALMA
H
ALA
B
Nombre
42C085
62C085
92C085
92C10
103C085
103C10
153C10
203C10
253C10
(mm)
42
62
92
92
103
103
153
203
203
(mm)
0.85
0.85
0.85
1.00
0.85
0.85
1.00
1.00
1.00
(kgf/m)
0.58
0.72
1.00
1.17
1.06
1.25
1.65
2.04
2.41
(cm2)
0.76
0.93
1.27
1.49
1.36
1.60
2.10
2.60
3.10
(cm3)
1.06
1.76
3.41
3.98
3.98
4.65
8.22
12.62
17.85
(cm)
1.71
2.42
3.51
3.50
3.88
3.87
5.47
7.02
8.53
(cm)
0.72
0.59
0.63
0.63
0.59
0.59
0.46
0.38
0.33
(cm3)
0.28
0.29
0.43
0.51
0.44
0.51
0.53
0.54
0.55
(cm)
0.81
0.77
0.90
0.90
0.88
0.88
0.80
0.74
0.69
(cm)
-1.64
-1.42
-1.56
-1.56
-1.48
-1.48
-1.21
-1.02
-0.89
(cm)
2.61
3.41
5.14
5.13
5.93
5.92
10.83
17.89
27.11
(cm6)
1.47
3.69
15.36
17.88
20.04
23.33
58.97
113.44
187.64
(cm4)
1.83
2.24
3.06
4.97
3.29
5.34
7.00
8.67
10.34
He
B
C
r
X
Y
X
MeKanocon OMA
PerfilALMA
H
ALA
B
ATESADOR
C D
ESPESOR
e
PESO
P
AREA
A IxWx
(Sup)Wx(Inf) rx x
y(Sup)
y(Inf) Iy Wy ry yo j
PROPIEDADES FLEXO-TORSIONALESEJE Y-YEJE X-X
Nombre
350MA05
350MA085
(mm)
35
35
(mm)
38
38
(mm)
15
15
(mm)
0.50
0.50
(kgf/m)
0.58
0.98
(cm2)
0.76
1.27
(cm4)
1.46
2.10
(cm3)
0.82
1.35
(cm3)
0.85
1.39
(cm)
1.39
1.37
(cm)
1.78
1.77
(cm)
4.30
4.26
(cm)
1.72
1.73
(cm4)
5.41
8.79
(cm3)
1.26
2.06
(cm)
2.67
2.63
(cm)
2.63
2.62
(cm)
4.23
4.20
(mm)
8
8
Cw
(cm6)
3.43
5.38
1000j
(cm4)
0.64
3.06
H
e
B
C
D
X X
Y
Y
![Manual de Diseño - ingeciv.com Área Eje X-X Eje Y-Y Pandeo flexo-torsional Nombre Peso A Ix Wx rx x Iy Wy ry xo j Cw 1000J [kgf/m] [cm2]](https://img.pdfslide.net/doc/110x75/5b3691097f8b9a3a6d8e8fbb/manual-de-diseno-area-eje-x-x-eje-y-y-pandeo-flexo-torsional-nombre-peso-a-ix.jpg)
