Perfil Estructural Hss

DIMENSIONES Y PROPIEDADES

HSS 5
CUADRADO

ESPESOR
T
PULGADAS PULGADAS
4" X 4"
0.188"
0.250"
0.312"
0.375"
0.500"
5" X 5"
0.188"
0.250"
0.312"
0.375"
0.500"
6" X6"
0.188"
0.250"
0.312"
0.375"
0.500"
7" X 7"
0.188"
0.250"
0.312"
0.375"
0.500"
8" X 8"
0.188"
0.250"
0.312"
0.375"
0.500"
10" X 10"
0.250"
0.312"
0.375"
0.500"12" X 12"
0.250"
0.312"
0.375"
0.500"
14" X 14"
0.312"
0.375"
0.500"
16" X 16"
0.312"
0.375"
0.500"

AREA
A
CM2
17.97
23.16
28.13
32.77
41.03
22.71
29.61
36.1942.45
53.94
27.55
36.10
44.26
52.13
67.10
32.39
42.52
52.32
61.81
80.00
37.23
48.97
60.39
71.61
92.90
61.87
76.77
90.97
118.71
74.84
92.90
110.32
144.52109.00
129.69
170.32
125.16
149.00
196.13

EJES
I
CM4
274.30
342.14
398.75
445.37
511.96
557.75
703.43
83.66
949.00
1123.82
990.63
1261.18
1510.92
1731.52
2101.971602.49
2056.18
2476.58
2859.51
3251.32
2422.47
3125.90
3783.54
4412.10
5452.63
6258.00
7617.00
8907.00
11280.00
11030.00
13486.00
15817.00
20187.00
21727.00
25599.0032924.00
32841.00
38751.00
44948.00

A= AREA
I= MOMENTO DE INERCIA DE UNA SECCION

X-X
S
CM3
54.08
67.35
78.49
87.67
100.45
87.93
111.10
131.42
149.29
177.00129.95
165.51
198.28
227.78
275.30
180.26
231.10
278.58
321.19
396.57
239.25
308.10
372.00
432.62
539.13
493.25
601.41
703.00
881.18
722.67
884.90
1039.00
1325.711222.48
1440.42
1851.74
1615.76
1900.90
2458.00

Y-Y
r
CM
3.91
3.84
3.76
3.68
3.53
4.95
4.98
4.80
4.72
4.57
5.99
5.92
5.84
5.77
5.61
7.04
6.96
6.88
6.816.65
8.08
8.00
7.92
7.85
7.69
10.10
9.98
9.91
9.75
12.14
12.06
12.00
11.84
14.15
14.07
13.92
16.12
16.13
15.98

S= MODULO DE SECCION ELASTICO
r= RADIO DE GIRO