DIMENSIONS
DIMENSIONS & PROPERTIES - Steel & Tube
DIMENSIONS & PROPERTIES - Steel & Tube
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UP<br />
Ultrapipe<br />
Circular<br />
hollow<br />
sections<br />
y<br />
o<br />
x<br />
x<br />
UltraPipe Circular Hollow Sections<br />
Dimensions and Properties<br />
Grade C350L0 (AS 1163)<br />
y<br />
Dimension and Ratios Properties Properties for<br />
Design to AS 4100<br />
Form<br />
Factor<br />
Torsion<br />
Modulus<br />
Torsion<br />
Constant<br />
Gross<br />
Section<br />
Area About any axis<br />
External<br />
Surface Area<br />
Designation Mass<br />
per<br />
metre<br />
d o t About any axis<br />
d o t per m per t A g I Z S r J C k f l s Compactness<br />
(3) Z e<br />
mm mm kg/m m 2 /m m 2 /t mm 2 10 6 mm 4 10 3 mm 3 10 3 mm 3 mm 10 6 mm 4 10 3 mm 3 (C,N,S) 10 3 mm 3<br />
365<br />
290<br />
210<br />
169<br />
185<br />
168<br />
128<br />
70.4<br />
57.6<br />
38.3<br />
34.0<br />
37.4<br />
47.9<br />
63.9<br />
76.7<br />
33.2<br />
36.8<br />
49.1<br />
26.7<br />
33.3<br />
22.6<br />
25.9<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
1.00<br />
552<br />
442<br />
339<br />
286<br />
278<br />
254<br />
196<br />
105<br />
86.8<br />
56.6<br />
50.6<br />
60.5<br />
48.4<br />
37.1<br />
31.3<br />
23.4<br />
21.4<br />
16.5<br />
6.00<br />
4.96<br />
2.52<br />
2.25<br />
74.6<br />
75.2<br />
75.8<br />
76.1<br />
57.0<br />
57.3<br />
57.8<br />
38.3<br />
38.8<br />
29.6<br />
29.8<br />
365<br />
290<br />
220<br />
185<br />
185<br />
168<br />
128<br />
70.4<br />
57.6<br />
38.3<br />
34.0<br />
276<br />
221<br />
169<br />
143<br />
139<br />
127<br />
98.0<br />
52.5<br />
43.4<br />
28.3<br />
25.3<br />
30.3<br />
24.2<br />
18.6<br />
15.6<br />
11.7<br />
10.7<br />
8.25<br />
3.00<br />
2.48<br />
1.26<br />
1.12<br />
5430<br />
4280<br />
3230<br />
2700<br />
3600<br />
3260<br />
2470<br />
2040<br />
1650<br />
1440<br />
1270<br />
26.7<br />
34.2<br />
45.6<br />
54.8<br />
23.7<br />
26.3<br />
35.1<br />
19.1<br />
23.8<br />
16.2<br />
18.5<br />
16.1<br />
20.5<br />
27.1<br />
32.4<br />
18.7<br />
20.7<br />
27.3<br />
22.4<br />
27.7<br />
24.7<br />
28.1<br />
0.688<br />
0.688<br />
0.688<br />
0.688<br />
0.529<br />
0.529<br />
0.529<br />
0.359<br />
0.359<br />
0.279<br />
0.279<br />
42.6<br />
33.6<br />
25.4<br />
21.2<br />
28.2<br />
25.6<br />
19.4<br />
16.0<br />
13.0<br />
11.3<br />
9.96<br />
219.1 x 8.2 CHS<br />
6.4 CHS<br />
4.8 CHS<br />
4.0 CHS<br />
168.3 x 7.1 CHS<br />
6.4 CHS<br />
4.8 CHS<br />
114.3 x 6.0 CHS<br />
4.8 CHS<br />
88.9 x 5.5 CHS<br />
4.8 CHS<br />
C<br />
C<br />
N<br />
N<br />
C<br />
C<br />
C<br />
C<br />
C<br />
C<br />
C<br />
Notes:<br />
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for<br />
AS 1163 grade C350L0.<br />
2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.<br />
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.<br />
92<br />
Dimensions and Properties Handbook
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