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HF- 6NF
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Section Properties (Per Metre of Width)
Thickness
Weight
Z275
Yield
Strength
Section Modulus
Deflection Moment of Inertia Mid Span (106xmm4)
Specified Web Crippling Data (kN)
Gauge
Base (mm)
(kg/m2)
MPa
Mid Span (103xmm3)
Support (103xmm3)
Pe1
Pe2
Pi1
Pi2
22
0.762
9.57
230
5.26
7.86
0.166
1.44
1.01
5.52
0.939
20
0.914
10.8
230
6.98
10.1
0.216
2.20
1.54
8.12
1.38
18
1.22
14.5
230
11.0
15.1
0.328
4.25
2.97
14.9
2.52

Load Table
Maximum Specified Uniformly Distributed Load in kN/m2 (kPa)
Support
Spacing
(mm)
  
1-Span
Base Steel Thickness (mm)
2-Span
Base Steel Thickness (mm)
3-Span
Base Steel Thickness (mm)
0.762
0.914
1.22
0.762
0.914
1.22
0.762
0.914
1.22
1200
B
4.0
5.4
8.4
5.5*
7.7*
11.5
6.2*
8.4
13.2
D
S
S
S
S
S
S
S
S
S
1400
B
3.0
3.9
6.2
4.4
5.7
8.5
4.6
6.1
9.7
D
S
S
S
S
S
S
S
S
S
1500
B
2.6
3.4
5.4
3.9
4.9
7.4
4.0
5.4
8.4
D
S
S
S
S
S
S
S
S
S
1600
B
2.3
3.0
4.7
3.4
4.3
6.5
3.5
4.7
7.4
D
S
S
S
S
S
S
S
S
S
1800
B
1.8
2.4
3.7
2.7
3.4
5.1
2.8
3.7
5.9
D
S
S
S
S
S
S
S
S
S
2000
B
1.5
1.9
3.0
2.2
2.8
4.2
2.3
3.0
4.7
D
S
S
S
S
S
S
S
S
S
2200
B
1.2
1.6
2.5
1.8
2.3
3.4
1.9
2.5
3.9
D
S
S
S
S
S
S
S
S
S
2400
B
1.0
1.3
2.1
1.5
1.9
2.9
1.6
2.1
3.3
D
1.0
S
2.1
S
S
S
S
S
S
2500
B
0.9
1.2
1.9
1.4
1.8
2.7
1.5
1.9
3.0
D
0.9
1.2
1.8
S
S
S
S
S
S
2600
B
0.9
1.1
1.8
1.3
1.6
2.5
1.3
1.8
2.8
D
0.8
1.1
1.6
S
S
S
S
S
S
2800
B
-
1.0
1.5
1.1
1.4
2.1
1.2
1.5
2.4
D
-
0.9
1.3
S
S
S
S
S
S
* load controlled by web crippling based on 38 mm bearing