Agripurlin ProSigma+
ProSigma+ Section Properties

Section properties have been calculated in accordance with Eurocode 3, BS EN 1993-1 3:2006. The top flange of the purlin must have adequate restraint provided by robust steel sheeting (or similar) fixed directly to the top flange.

Section Properties
NOMINAL DIMENSIONS SECTION PROPERTIES
Section Reference Weight (Kg/m) Depth
mm
Flange
mm
Thickness
mm
Area
cm2
Iyy
cm4
Izz
cm4
iy
cm
iz
cm
Cz
mm
My, Rk
kNm
 
DP-PSP145x65x1.5
3.71
145
65
1.5
473.09 153.97 24.62 5.70 2.28 23.77 7.50
DP-PSP145x65x2.0
4.91
145
65
2.0
625.30 201.29 31.77 5.67 2.25 23.40 13.07
 
DP-PSP175x65x1.5
4.06
175
65
1.5
516.89 239.33 24.68 6.80 2.19 23.45 9.66
DP-PSP175x65x2.0
5.37
175
65
2.0
684.10 313.49 31.83 6.77 2.16 23.10 16.86
 
DP-PSP205x65x1.5
4.40
205
65
1.5
560.69 347.95 24.73 7.88 2.10 23.18 11.99
DP-PSP205x65x2.0
5.83
205
65
2.0
742.90 456.48 31.89 7.84 2.07 22.86 20.96
 
SCI Assessed 'SCI Assessed Quality Mark'. This mark testifies that the Steel Construction Institute (SCI) has independently verified the technical data above.
Figures and Comments given here are given for guidance purposes only. While care has been taken to ensure accuracy Duggan Profiles & Steel Service Centre Ltd. and its related companies do not accept liability for errors / or omissions. Customers should satisfy themselves of the suitability of the products supplied or manufactured by Duggan Profiles & Steel Service Centre Ltd. for the use intended.