| Hidden Fastener Wall Panel |
HF-11F and HF-11NF
|
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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
|
5.00
|
7.79
|
0.126
|
1.44
|
1.01
|
5.52
|
0.939
|
|
20
|
0.914
|
10.8
|
230
|
6.67
|
9.79
|
0.163
|
2.20
|
1.54
|
8.12
|
1.38
|
|
18
|
1.22
|
14.5
|
230
|
10.6
|
14.0
|
0.243
|
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
|
3.8
|
5.1
|
8.1
|
5.5*
|
7.5
|
10.7
|
6.0
|
8.0
|
12.7
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1400
|
B
|
2.8
|
3.8
|
6.0
|
4.4
|
5.5
|
7.9
|
4.4
|
5.9
|
9.3
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1500
|
B
|
2.5
|
3.3
|
5.2
|
3.8
|
4.8
|
6.9
|
3.8
|
5.1
|
8.1
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1600
|
B
|
2.2
|
2.9
|
4.6
|
3.4
|
4.2
|
6.0
|
3.4
|
4.5
|
7.1
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1800
|
B
|
1.7
|
2.3
|
3.6
|
2.7
|
3.3
|
4.8
|
2.7
|
3.6
|
5.6
|
|
D
|
S
|
S
|
3.6
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
2000
|
B
|
1.4
|
1.8
|
2.9
|
2.2
|
2.7
|
3.9
|
2.2
|
2.9
|
4.6
|
|
D
|
1.4
|
1.8
|
2.6
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
2200
|
B
|
1.1
|
1.5
|
2.4
|
1.8
|
2.2
|
3.2
|
1.8
|
2.4
|
3.8
|
|
D
|
1.0
|
1.3
|
2.0
|
S
|
S
|
S
|
S
|
S
|
3.7
|
|
|
2400
|
B
|
1.0
|
1.3
|
2.0
|
1.5
|
1.9
|
2.7
|
1.5
|
2.0
|
3.2
|
|
D
|
0.8
|
1.0
|
1.5
|
S
|
S
|
S
|
1.5
|
1.9
|
2.9
|
|
|
2500
|
B
|
0.9
|
1.2
|
1.9
|
1.4
|
1.7
|
2.5
|
1.4
|
1.8
|
2.9
|
|
D
|
0.7
|
0.9
|
1.3
|
S
|
S
|
S
|
1.3
|
1.7
|
2.5
|
|
|
2600
|
B
|
-
|
1.1
|
1.7
|
1.3
|
1.6
|
2.3
|
1.3
|
1.7
|
2.7
|
|
D
|
-
|
0.8
|
1.2
|
S
|
S
|
S
|
1.2
|
1.5
|
2.3
|
|
|
2800
|
B
|
-
|
0.9
|
1.5
|
1.1
|
1.4
|
2.0
|
1.1
|
1.5
|
2.3
|
|
D
|
-
|
0.6
|
1.0
|
S
|
S
|
S
|
0.9
|
1.2
|
1.8
|
|
|
*
load controlled by web crippling based on 38 mm bearing
|
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