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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Welds to flexible plate<br />
Effective width<br />
of unstiffened <strong>column</strong> flanges<br />
EN 1993-1-8 Chapter 4.10<br />
t wc<br />
t fc<br />
t fb<br />
s<br />
b<br />
eff twc<br />
s 7<br />
2 t<br />
beff twc<br />
2 s 7<br />
thickness of <strong>column</strong> web<br />
thickness of <strong>column</strong> flange<br />
thickness of beam flange<br />
equal to fillet radius r c<br />
for hot rolled <strong>column</strong> sections<br />
fc<br />
t<br />
<br />
t<br />
2<br />
fc<br />
fb<br />
<br />
<br />
<br />
f<br />
f<br />
yc<br />
yb<br />
<br />
<br />
<br />
b eff<br />
t fc<br />
t wc<br />
r c<br />
σ<br />
t fb
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