MS H beam
|
Size(H*W) |
Section,mm |
Section |
Theoretical |
Theoretical |
|||
H*B |
T1 |
T2 |
R |
area Cm2 |
weight KG/M GB |
weight KG/M JIS |
||
H W |
150*100 |
148*100 |
6 |
9 |
13 |
27.25 |
21.4 |
20.7 |
200*150 |
194*150 |
6 |
9 |
16 |
39.76 |
31.2 |
29.9 |
|
200*175 |
244*175 |
7 |
11 |
16 |
56.24 |
44.1 |
43.6 |
|
300*200 |
294*200 |
8 |
12 |
20 |
73.03 |
57.3 |
55.8 |
|
350*250 |
340*250 |
9 |
14 |
20 |
101.5 |
79.7 |
78.1 |
|
400*300 |
390*300 |
10 |
16 |
24 |
136.7 |
107 |
105 |
|
450*300 |
440*300 |
11 |
18 |
24 |
157.4 |
124 |
121 |
|
H W |
500*300 |
482*300 |
11 |
15 |
28 |
146.4 |
115 |
110.8 |
488*300 |
11 |
18 |
28 |
164.4 |
129 |
124.9 |
||
H W |
600*300 |
582*300 |
12 |
17 |
28 |
174.5 |
137 |
132.8 |
588*300 |
12 |
20 |
28 |
192.5 |
151 |
147 |
||
594*302 |
14 |
23 |
28 |
222.4 |
175 |
170.4 |
H Beam Economics: