DIMENSIONS
DIMENSIONS & PROPERTIES - Steel & Tube
DIMENSIONS & PROPERTIES - Steel & Tube
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DuraGal ®<br />
Profiles<br />
duragal®<br />
UNequal<br />
angels<br />
p<br />
p<br />
T<br />
t<br />
DuraGal Unequal Angles - continued<br />
n- and p-axes<br />
n n<br />
L<br />
b 1 n n<br />
r o<br />
R<br />
B<br />
b 2<br />
p<br />
p<br />
Effective Section Properties<br />
Grade C450L0 (TS 100)<br />
Dimensions Ratios Grade Effective Section Properties<br />
Effective<br />
Area of<br />
Section A e<br />
Yield<br />
Stress<br />
Mass<br />
per<br />
metre<br />
Designation<br />
About n-axis About p-axis<br />
Leg Size<br />
b 1 b 2 t r o f y A e A f I enT Z enT I enB Z enB I epR Z epR I epL Z epL<br />
Outside<br />
Corner<br />
Radius b 1 - r o b 2 - r o<br />
t t<br />
Actual<br />
Thickness<br />
Nominal<br />
Thickness<br />
mm mm mm kg/m mm mm mpa mm 2 10 6 mm 4 10 3 mm 3 10 6 mm 4 10 3 mm 3 10 6 mm 4 10 3 mm 3 10 6 mm 4 10 3 mm 3<br />
3.87<br />
3.12<br />
2.55<br />
0.144<br />
0.119<br />
0.0967<br />
3.87<br />
3.12<br />
2.43<br />
0.144<br />
0.119<br />
0.0909<br />
7.98<br />
6.43<br />
5.26<br />
0.393<br />
0.323<br />
0.266<br />
7.98<br />
5.29<br />
3.59<br />
0.393<br />
0.243<br />
0.153<br />
0.960<br />
0.854<br />
0.741<br />
658<br />
472<br />
334<br />
450<br />
450<br />
450<br />
6.00<br />
8.79<br />
11.1<br />
10.2<br />
14.1<br />
17.7<br />
14.0<br />
8.7<br />
7.8<br />
6.0<br />
4.7<br />
3.8<br />
5.38<br />
4.34<br />
3.54<br />
75 x 50 x 6.0 CA<br />
5.0 CA<br />
4.0 CA<br />
F<br />
F<br />
F<br />
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order<br />
quantity may apply on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes.<br />
Notes:<br />
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy =<br />
400 MPa and fu = 450 MPa).<br />
2. Ae is calculated for sections with uniform axial compressive stress fy.<br />
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.<br />
4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL<br />
are for compression at point “L”.<br />
5. Effective section properties are calculated in accordance with AS/NZS 4600.<br />
26<br />
Dimensions and Properties Handbook