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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Assembling of components for bending stiffness<br />
From the component deformation stiffness for two cases<br />
• <strong>Bolts</strong> activated<br />
• <strong>Bolts</strong> not activated<br />
<br />
N Ed<br />
M Ed<br />
<br />
N Ed<br />
M Ed<br />
<br />
t,l<br />
c,r<br />
c,l<br />
c,r<br />
z t,l z c,r<br />
z c,l<br />
z c,r<br />
z<br />
z<br />
Wald F., Sokol Z., Steenhuis M. and Jaspart, J.P.,<br />
Component Method for Steel Column Bases, Heron 53 (2008) 3-20.<br />
103