Dimension mm.
Thickness mm.
Cross Section Area cm. (ยกกำลัง 2)
Calculate Weight kg./m
Center of Grarity cm.
Secondary Moment of Area cm.(ยกกำลัง 4)
Radius of Gyration of Area cm.
Modulus of Section cm (ยกกำลัง 3)
Cross Section Area
H x A x C
t
a
w
cx
cy
lx
ly
ix
iy
zx
zy
sx
sy
60x30x10
2.3
2.872
2.25
0
1.06
15.6
3.32
2.33
1.07
5.20
1.71
2.5
0
75x45x15
2.3
4.137
3.25
0
1.72
37.1
11.8
3.00
1.69
9.90
4.24
4.0
0
100x50x20
2.3
5.172
4.06
0
1.86
80.7
19.0
3.95
1.92
16.1
6.06
4.4
0
3.2
7.007
5.50
0
1.86
107
24.5
3.90
1.87
21.3
7.81
4.4
0
125x50x20
2.3
5.747
4.51
0
1.69
137
20.6
4.88
1.89
21.9
6.22
4.1
0
3.2
7.807
6.13
0
1.68
181
26.6
4.82
1.85
29.0
8.02
4.0
0
150x50x20
2.3
6.322
4.96
0
1.55
210
21.9
5.71
1.86
28.0
6.33
3.8
0
3.2
8.6077
6.76
0
1.54
280
28.3
5.71
1.81
37.4
8.19
3.8
0
150x65x20
3.2
9.567
7.51
0
2.1
332
53.8
5.89
2.37
44.3
12.2
5.1
0
150x75x25
3.2

10.53

8.27
0
2.66
375
83.6
5.97
2.82
50.0
17.3
6.4
0
4.0
14.55
11.4
0
2.19
871
100
7.74
2.62
87.1
18.9
5.3
0
250x75x25
4.5
18.92
14.9
0
2.07
1690
129
9.44
2.62
135
23.8
5.1
0
 
 
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