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Worked Example – Angle connected by one leg<br />
WE<br />
P10; 1.4401<br />
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
70<br />
35<br />
40<br />
35<br />
25<br />
Worked Example - Angle<br />
100<br />
240<br />
L - 100 x 100 10<br />
materiál 1.4401<br />
8 x M16; 70<br />
30 + 7 x 30 +30<br />
70<br />
60<br />
240<br />
In plate (staggered rows)<br />
V<br />
eff,1,Rd<br />
fu<br />
A<br />
<br />
γ<br />
M2<br />
nt<br />
1<br />
<br />
3<br />
10<br />
1 2<br />
240<br />
718<br />
19<br />
0,5530<br />
3529<br />
10<br />
<br />
220<br />
36 362 397kN<br />
3 3<br />
1,2510<br />
3<br />
1,010<br />
In angle (staggered rows)<br />
0,5 fu,p<br />
Ant<br />
1 Anv<br />
Veff,2,Rd<br />
fy,p<br />
γ 3 γ<br />
M2<br />
f<br />
y<br />
A<br />
γ<br />
nv<br />
M0<br />
M0<br />
60<br />
18<br />
910<br />
1 240<br />
418<br />
0,5530<br />
10<br />
<br />
220<br />
70 175<br />
245kN<br />
3 3<br />
1,2510<br />
3 1,010
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