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Physical Properties Proliner 1000/32 |
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| Full Properties |
Reduced Properties |
| Small Flange in Comp. |
Large Flange in Comp. |
| Thickness |
Weight |
Area |
Ixx |
Zxx |
Ixx |
Zxx |
Ixx |
Zxx |
| mm |
Kg/m2 |
Cm2 |
Cm4 |
Cm3 |
Cm4 |
Cm3 |
Cm4 |
Cm3 |
| 0.40 |
3.923 |
5.000 |
7.647 |
3.601 |
6.491 |
2.586 |
4.496 |
2.328 |
| 0.70 |
6.864 |
8.750 |
14.058 |
6.586 |
13.880 |
6.030 |
9.656 |
5.228 |
| Ixx Cm4 = Moment of Inertia Zxx Cm3 = Section Modulus |
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Physical Properties
The calculation of the physical properties of the steel facing sheets have been based on an effective width concept as used in BS 5950: 1987 “Code of practice for design of cold formed sections”. Reference has also been made to the recommendations of the European Convention for Constructional Steelwork ECCS-TC7 “The design of Profiled sheeting” and also the well established procedures of the Metal Roof Deck Association. |
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