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DIMENSIONS & PROPERTIES - Steel & Tube

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UP<br />

y<br />

o<br />

UltraPipe Circular Hollow Sections<br />

Dimensions and Properties<br />

Grade C350L0 (AS 1163)<br />

x<br />

x<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 />

2500<br />

1790<br />

1090<br />

1970<br />

1450<br />

895<br />

1490<br />

1130<br />

710<br />

1230<br />

939<br />

601<br />

862<br />

647<br />

441<br />

312<br />

50.4<br />

67.3<br />

100<br />

44.8<br />

59.9<br />

88.9<br />

39.2<br />

52.4<br />

77.8<br />

35.7<br />

47.7<br />

70.9<br />

30.1<br />

41.1<br />

59.7<br />

79.7<br />

1.00<br />

1.00<br />

0.904<br />

1.00<br />

1.00<br />

0.960<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 />

3830<br />

2930<br />

2010<br />

3000<br />

2300<br />

1580<br />

2260<br />

1740<br />

1200<br />

1860<br />

1430<br />

994<br />

1290<br />

983<br />

699<br />

533<br />

876<br />

669<br />

460<br />

609<br />

467<br />

322<br />

403<br />

310<br />

214<br />

301<br />

232<br />

161<br />

177<br />

134<br />

95.4<br />

72.8<br />

157<br />

158<br />

159<br />

139<br />

140<br />

141<br />

121<br />

122<br />

123<br />

110<br />

111<br />

112<br />

92.2<br />

93.3<br />

94.3<br />

94.9<br />

2510<br />

1900<br />

1300<br />

1970<br />

1500<br />

1020<br />

1490<br />

1140<br />

781<br />

1230<br />

939<br />

645<br />

862<br />

647<br />

455<br />

346<br />

1920<br />

1460<br />

1010<br />

1500<br />

1150<br />

792<br />

1130<br />

871<br />

602<br />

930<br />

717<br />

497<br />

646<br />

492<br />

349<br />

267<br />

438<br />

334<br />

230<br />

305<br />

233<br />

161<br />

201<br />

155<br />

107<br />

151<br />

116<br />

80.5<br />

88.3<br />

67.1<br />

47.7<br />

36.4<br />

17700<br />

13400<br />

9060<br />

15700<br />

11800<br />

8040<br />

13700<br />

10300<br />

7020<br />

12400<br />

9380<br />

6380<br />

10400<br />

7710<br />

5360<br />

4050<br />

36.0<br />

48.1<br />

71.4<br />

32.0<br />

42.8<br />

63.5<br />

28.0<br />

37.4<br />

55.6<br />

25.5<br />

34.1<br />

50.6<br />

21.5<br />

29.4<br />

42.7<br />

56.9<br />

10.3<br />

13.7<br />

20.2<br />

10.4<br />

13.7<br />

20.2<br />

10.4<br />

13.8<br />

20.3<br />

10.4<br />

13.8<br />

20.3<br />

10.5<br />

14.2<br />

20.4<br />

27.0<br />

1.44<br />

1.44<br />

1.44<br />

1.28<br />

1.28<br />

1.28<br />

1.12<br />

1.12<br />

1.12<br />

1.02<br />

1.02<br />

1.02<br />

0.858<br />

0.858<br />

0.858<br />

0.858<br />

139<br />

105<br />

71.1<br />

123<br />

93.0<br />

63.1<br />

107<br />

81.1<br />

55.1<br />

97.5<br />

73.7<br />

50.1<br />

81.6<br />

60.5<br />

42.1<br />

31.8<br />

457.0 x 12.7 CHS<br />

9.5 CHS<br />

6.4 CHS<br />

406.4 x 12.7 CHS<br />

9.5 CHS<br />

6.4 CHS<br />

355.6 x 12.7 CHS<br />

9.5 CHS<br />

6.4 CHS<br />

323.9 x 12.7 CHS<br />

9.5 CHS<br />

6.4 CHS<br />

273.1 x 12.7 CHS<br />

9.3 CHS<br />

6.4 CHS<br />

4.8 CHS<br />

N<br />

N<br />

N<br />

C<br />

N<br />

N<br />

C<br />

N<br />

N<br />

C<br />

C<br />

N<br />

C<br />

C<br />

N<br />

N<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 />

Ultrapipe<br />

Circular<br />

hollow<br />

sections<br />

Dimensions and Properties Handbook 91

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