Surveying compression and non-compression of square hollow sections with regard to their type of steel:
|
Side Length |
Thickness |
b/t |
Maximum Free-to-thickness ratio 1.12√Es/Fy |
Maximum free-to-thickness ratio in compressed seismic sections
0.64√ Es/Fy |
Compression & Non-compression |
Seismic Compression & Non-compression |
St 37 |
300 |
6 |
47/00 |
27/63 |
15/78 |
|
|
300 |
6/3 |
44/62 |
27/63 |
15/78 |
|
|
300 |
8 |
34/50 |
27/63 |
15/78 |
|
|
300 |
10 |
27/00 |
27/63 |
15/78 |
♦ |
|
300 |
12 |
22/00 |
27/63 |
15/78 |
♦ |
|
300 |
15 |
17/00 |
27/63 |
15/78 |
♦ |
|
280 |
6 |
43/67 |
27/63 |
15/78 |
|
|
280 |
6/3 |
41/44 |
27/63 |
15/78 |
|
|
280 |
8 |
32/00 |
27/63 |
15/78 |
|
|
280 |
10 |
25/00 |
27/63 |
15/78 |
♦ |
|
280 |
12 |
20/33 |
27/63 |
15/78 |
♦ |
|
280 |
15 |
15/67 |
27/63 |
15/78 |
♦ |
♦ |
260 |
6 |
40/33 |
27/63 |
15/78 |
|
|
260 |
6/3 |
38/27 |
27/63 |
15/78 |
|
|
260 |
8 |
29/50 |
27/63 |
15/78 |
|
|
260 |
10 |
23/00 |
27/63 |
15/78 |
♦ |
|
260 |
12 |
18/67 |
27/63 |
15/78 |
♦ |
|
260 |
15 |
14/33 |
27/63 |
15/78 |
♦ |
♦ |
250 |
5 |
47/00 |
27/63 |
15/78 |
|
|
250 |
6 |
38/67 |
27/63 |
15/78 |
|
|
250 |
6/3 |
36/68 |
27/63 |
15/78 |
|
|
250 |
8 |
28/25 |
27/63 |
15/78 |
|
|
250 |
10 |
22/00 |
27/63 |
15/78 |
♦ |
|
220 |
5 |
41/00 |
27/63 |
15/78 |
|
|
220 |
6 |
33/67 |
27/63 |
15/78 |
|
|
220 |
6/3 |
31/92 |
27/63 |
15/78 |
|
|
220 |
8 |
24/50 |
27/63 |
15/78 |
♦ |
|
220 |
10 |
19/00 |
27/63 |
15/78 |
♦ |
|
200 |
4 |
47/00 |
27/63 |
15/78 |
|
|
200 |
5 |
37/00 |
27/63 |
15/78 |
|
|
200 |
6 |
30/33 |
27/63 |
15/78 |
|
|
200 |
6/3 |
28/75 |
27/63 |
15/78 |
|
|
200 |
8 |
22/00 |
27/63 |
15/78 |
♦ |
|
200 |
10 |
17/00 |
27/63 |
15/78 |
♦ |
|
b= Net distance of two webs minus the radius of curvature between web and flange
t= Thickness of section web
|
Side length |
Thickness |
b/t |
Maximum free-to-thickness ratio 1.12√Es/Fy |
Maximum free-to-thickness ratio in compressed seismic sections
0.64√ Es/Fy |
Compression & Non-compression |
Seismic Compression & Non-compression |
St 44 |
300 |
6 |
47/00 |
25/19 |
14/4 |
|
|
300 |
6/3 |
44/62 |
25/19 |
14/4 |
|
|
300 |
8 |
34/50 |
25/19 |
14/4 |
|
|
300 |
10 |
27/00 |
25/19 |
14/4 |
|
|
300 |
12 |
22/00 |
25/19 |
14/4 |
♦ |
|
300 |
15 |
17/00 |
25/19 |
14/4 |
♦ |
|
280 |
6 |
43/67 |
25/19 |
14/4 |
|
|
280 |
6/3 |
41/44 |
25/19 |
14/4 |
|
|
280 |
8 |
32/00 |
25/19 |
14/4 |
|
|
280 |
10 |
25/00 |
25/19 |
14/4 |
♦ |
|
280 |
12 |
20/33 |
25/19 |
14/4 |
♦ |
|
280 |
15 |
15/67 |
25/19 |
14/4 |
♦ |
|
260 |
6 |
40/33 |
25/19 |
14/4 |
|
|
260 |
6/3 |
28/27 |
25/19 |
14/4 |
|
|
260 |
8 |
29/50 |
25/19 |
14/4 |
|
|
260 |
10 |
23/00 |
25/19 |
14/4 |
♦ |
|
260 |
12 |
18/67 |
25/19 |
14/4 |
♦ |
|
260 |
15 |
14/33 |
25/19 |
14/4 |
♦ |
♦ |
250 |
5 |
47/00 |
25/19 |
14/4 |
|
|
250 |
6 |
38/67 |
25/19 |
14/4 |
|
|
250 |
6/3 |
36/68 |
25/19 |
14/4 |
|
|
250 |
8 |
28/25 |
25/19 |
14/4 |
|
|
250 |
10 |
22/00 |
25/19 |
14/4 |
♦ |
|
220 |
5 |
47/00 |
25/19 |
14/4 |
|
|
220 |
6 |
38/67 |
25/19 |
14/4 |
|
|
220 |
6/3 |
36/68 |
25/19 |
14/4 |
|
|
220 |
8 |
28/25 |
25/19 |
14/4 |
|
|
220 |
10 |
22/00 |
25/19 |
14/4 |
♦ |
|
200 |
4 |
47/00 |
25/19 |
14/4 |
|
|
200 |
5 |
37/00 |
25/19 |
14/4 |
|
|
200 |
6 |
30/33 |
25/19 |
14/4 |
|
|
200 |
6/3 |
28/75 |
25/19 |
14/4 |
|
|
200 |
8 |
22/00 |
25/19 |
14/4 |
♦ |
|
200 |
10 |
17/00 |
25/19 |
14/4 |
♦ |
|
b= Net distance of two webs minus the radius of curvature between web and flange
t= Thickness of section web
|
Side length |
Thickness |
b/t |
Maximum free-to-thickness ratio 1.12√Es/Fy |
Maximum Free-to-thickness ratio in compressed seismic sections
0.64√ Es/Fy |
Compression & Non-compression |
Seismic compression & Non-compression |
St 52 |
300 |
6 |
47/00 |
23/06 |
13/18 |
|
|
300 |
6/3 |
44/62 |
23/06 |
13/18 |
|
|
300 |
8 |
34/50 |
23/06 |
13/18 |
|
|
300 |
10 |
27/00 |
23/06 |
13/18 |
|
|
300 |
12 |
22/00 |
23/06 |
13/18 |
|
|
300 |
15 |
17/00 |
23/06 |
13/18 |
♦ |
|
280 |
6 |
43/67 |
23/06 |
13/18 |
|
|
280 |
6/3 |
41/44 |
23/06 |
13/18 |
|
|
280 |
8 |
32/00 |
23/06 |
13/18 |
|
|
280 |
10 |
25/00 |
23/06 |
13/18 |
|
|
280 |
12 |
20/33 |
23/06 |
13/18 |
♦ |
|
280 |
15 |
15/67 |
23/06 |
13/18 |
♦ |
|
260 |
6 |
40/33 |
23/06 |
13/18 |
|
|
260 |
6/3 |
38/27 |
23/06 |
13/18 |
|
|
260 |
8 |
29/50 |
23/06 |
13/18 |
|
|
260 |
10 |
23/00 |
23/06 |
13/18 |
♦ |
|
260 |
12 |
18/67 |
23/06 |
13/18 |
♦ |
|
260 |
15 |
14/33 |
23/06 |
13/18 |
♦ |
|
250 |
5 |
47/00 |
23/06 |
13/18 |
|
|
250 |
6 |
38/67 |
23/06 |
13/18 |
|
|
250 |
6/3 |
36/68 |
23/06 |
13/18 |
|
|
250 |
8 |
28/25 |
23/06 |
13/18 |
|
|
250 |
10 |
22/00 |
23/06 |
13/18 |
♦ |
|
220 |
5 |
41/00 |
23/06 |
13/18 |
|
|
220 |
6 |
33/67 |
23/06 |
13/18 |
|
|
220 |
6/3 |
31/92 |
23/06 |
13/18 |
|
|
220 |
8 |
24/50 |
23/06 |
13/18 |
|
|
220 |
10 |
19/00 |
23/06 |
13/18 |
♦ |
|
b= Net distance of two webs minus the radius of curvature between web and flange
t= Thickness of section web