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WE<br />
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Weld design for full resistance<br />
Loading by normal by connecting member<br />
Not directly in code<br />
a 0,7<br />
t<br />
u /<br />
Mw<br />
σ = F Sd / (t h)<br />
F Sd is the acting design force<br />
fu is plate design strength<br />
t is the thinness of connecting plate<br />
b is width of connecting plate<br />
f<br />
<br />
^<br />
^<br />
<br />
w<br />
t<br />
<br />
F<br />
Sd<br />
Full capacity of a plate the thickness for steel S235<br />
( fy<br />
/ M0)<br />
t (235/1,0) t<br />
a 0,7 0,7 0,47 t 0, 5t<br />
f / 360 /1,25<br />
u<br />
Mw<br />
66
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