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8 Example<br />
8. Example<br />
We perform the design according to EN 1995-1-1 for a wood column that is restrained and<br />
stressed by compression and bending. Moreover, it is supported on the free end in direction<br />
Y. The example is described in the German timber construction book [8], page 236.<br />
8.1 Structure and Loads<br />
Structure<br />
Cross-section: b/d = 14/22 cm<br />
Material:<br />
CT C24<br />
Depth:<br />
h = 3.20 m<br />
Service class: 1<br />
LDC:<br />
permanent<br />
Load<br />
LC 1 Self-weight:<br />
LC 2 Wind:<br />
F = 45 kN<br />
w = 1.5 kN/m<br />
Figure 8.1: System and loads according to [8]<br />
Design values<br />
N d = 1.35 · F = 1.35 · 45 kN = 60.75 kN (k mod = 0.6)<br />
q d = 1.5 · w = 1.5 · 1.5 KN/m = 2.25 kN/m (k mod = 0.9)<br />
<strong>Pro</strong>gram <strong>RF</strong>-<strong>TIMBER</strong> <strong>Pro</strong> © 2011 Ing. <strong>Software</strong> <strong>Dlubal</strong><br />
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