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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 | ||||||||
| 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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| Duggan Profiles & Steel Service Centre Ltd. Dublin Road, Kilkenny - Ireland Tel.: +353-56-7722485 - Fax: +353-56-7763411 E-mail: salesdp@steel.ie © Copyright Duggan Steel Group Ltd. 2008 webmaster@steel.ie Last update: 29 August, 2008 |
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