DIMENSIONS

DuraGal ®
Profiles
duragal®
equal
angels
y
y
1 2
t
DuraGal Unequal Angles - continued
x- and y-axes
x
x
b 1
r o
3
4
5
x
y
x
y
b 2
Effective Section Properties
Grade C450L0 (TS 100)
Ratios Grade Effective Section Properties
Dimensions
Designation Mass
Outside
Yield Effective
Nominal per Actual Corner
Stress Area of
Leg Size Thickness
t r o t t f y A e A f
metre
b 1 - r o b 2 - r About x-axis About y-axis
Thickness Radius
o
Section A e
b 1 b 2 I ex1 Z ex1 I ex4 Z ex4 I ey2,3 Z ey2,3 I ey5 Z ey5
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
2.89
2.42
2.01
0.0731
0.0631
0.0524
2.89
2.42
1.99
0.0731
0.0631
0.0520
9.29
7.47
6.10
0.464
0.378
0.309
9.29
6.17
4.30
0.464
0.286
0.185
0.960
0.854
0.741
658
472
334
450
450
450
6.00
8.79
11.1
10.2
14.1
17.7
14.0
8.7
7.8
6.0
4.7
3.8
5.38
4.34
3.54
75 x 50 x 6.0 CA
5.0 CA
4.0 CA
F
F
F
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
quantity may apply on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes.
Notes:
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 =
400 MPa and fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
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.
4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5
are for compression at point “5”.
5. Effective section properties are calculated in accordance with AS/NZS 4600.
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Dimensions and Properties Handbook