Proliner Physical Properties Proliner 1000/20
Profile Proliner 1000/20
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 3.609 4.600 2.673 2.010 2.192 1.353 1.580 1.294
0.70 6.315 8.050 4.707 3.589 4.629 3.196 3.287 2.890
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.