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DURA® Wall Panel 70/20 - Technical Data


Overview

wp7020-3-overview

Table 1 : Technical Data for DURA® WP70/20
Symbol Unit DURA® WP70/20
Total Height of Wall H m 7.0
Total Width of Wall B m 2.0
Panel Thickness t mm 30
Self Weight of Wall W kg / pc 2400
Ribs Depth D mm 135 ~ 500
[500 – 52.8986 y]
Section Area­ Ag x 103 mm2 Min. 7.75; Max. 130.5
[0.15 D + 55.5]
Neutral Axis­ ytop mm Min. 67.5; Max. 250
[0.5 D]
ybot mm
2nd Moment of Inertia­ Ixx mm4 Min. 0.0349e9; Max. 1.5667e9
[4162500 + 12.5 D3]
Section Modulus­ Ztop mm3 Min. 0.7331e6; Max. 6.5275e6
[277500 + 25 D2]
Zbot mm3
Design Gust Wind Speed* Vs m/s (km/hr) 31 (112)
Vu m/s (km/hr) 40 (144)
Design Wind Pressures* ps kPa 0.46 (SLS)
pu kPa 0.77 (ULS)
Natural Frequency, 1st f­o,1 Hz 3.9
 
y   is the distance along the ribbed beams (in meters)
↑   Analytical expression in term of D (in mm)
*   AS 1170.2 (1989) – Wind loads


Non-Linear Finite Element Modeling
wp7020-5-modelling



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