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Bolts welds column base

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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

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