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 ------C.Type C&Z steel series-----
 
C modle steel’s technical specification
NO. Size Cross-sectional area Weight Light steel center of gravity Inertia Radius of gyration Section modulus
mm C ㎡ kg Cm Cm Cm Cm3
h b a t F M EY EX Jx Jy Lx Ly Wx Wy
01
100
50
20
3.0
6.495
5.562
1.848
5.0
98.560
22.802
3.895
1.873
19.712
7.235
02
120
50
20
3.0
7.095
5.616
1.705
6.0
152.109
24.391
4.630
1.854
25.351
7.402
03
140
50
20
3.0
7.695
6.594
1.583
7.0
219.848
25.733
5.345
1.828
31.406
7.532
04
160
60
20
3.0
8.895
7.536
1.846
8.0
339.955
41.989
6.182
2.172
42.494
10.109
05
180
60
20
3.0
9.49
8.007
1.739
9.0
449.695
43.611
6.881
2.143
19.966
10.235
06
180
70
20
3.0
10.095
8.478
2.106
9.0
496.693
63.712
7.569
2.112
57.842
10.342
07
200
60
20
3.0
10.095
8.478
1.644
10.0
578.425
45.141
7.569
2.112
57.842
10.342
08
200
70
20
3.0
10.695
8.949
1.966
10.0
636.643
65.883
7.715
2.481
63.644
13.167
09
250
80
20
3.0
12.38
9.720
1.940
12.5
773.485
68.4
8.753
2.542
62.879
18.7
10
250
80
20
3.0
13.50
10.598
2.154
12.5
794.95
69.4
9.544
2.614
68.721
19.8
Z modle steel’s technical specification
NO. Size Cross-sectional area Weight Light steel center of gravity Section inerta Radius of gyration Section modulus
mm C ㎡ kg Cm Cm Cm Cm3
h b a t F M EY EX Jx Jy Lx Ly Wx Wy
01 100   20 2.5 5.261 4.710 4.375 5 79.022 27.608 3.875 2.291 15.8 6.31
02 120   20 2.5 5.761 5.103 4.375 6 122.091 27.611 4.604 2.189 20.349 6.311
03 140 50 20 2.5 6.511 5.495 7.857 7 188.52 36.364 5.381 2.363 26.913 7.549
04 160 50 20 3.0 7.011 5.888 4.857 8 259.388 36.367 6.028 2.278 32.417 7.46
05 180 60 20 2.5 8.011 6.673 5.857 9 383.564 58.785 6.92 2.709 42.618 10.006
06 180 60 20   9.465 8.007 5.85 9 499.734 67.609 6.882 2.668 49.97 11.557
07 200 60 20 2.5 8.510 7.065 5.857 10 492.8 56.788 7.609 2.628 49.28 10.006
08 200 60 20 3.0 10.095 8.478 5.85 10 578.468 67.613 7.57 2.588 57.847 11.558
   
   
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