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WE<br />
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Connection of cantilever<br />
Shear force<br />
Transferred by web<br />
fillets<br />
Bending moment<br />
II<br />
=<br />
F Sd<br />
2 a h<br />
Transferred by the shape of . weld<br />
Centre of gravity, I we and cross section modulus<br />
For weld at lower flange cross section modulus W<br />
<br />
=<br />
<br />
=<br />
( ) M Sd 2 we , 1<br />
^ 1 ^ 1<br />
W<br />
For upper weld on flange is<br />
<br />
=<br />
<br />
=<br />
V Sd = F Sd .<br />
M Sd = F Sd e<br />
(<br />
M<br />
)<br />
Sd 2 we , 2<br />
^ 2 ^ 2<br />
W<br />
W<br />
we,1<br />
we<br />
and stress is
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