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WE<br />
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />
Influence of distances<br />
Nomimal transversal distances:<br />
e 1 = 1,2 d 0<br />
e<br />
1,2 d<br />
2 <br />
0 <br />
2,8<br />
17,<br />
2,8 17, 1,66<br />
d<br />
<br />
d<br />
<br />
0<br />
0<br />
p 1 = 2,2 d 0<br />
<br />
<br />
<br />
<br />
e 2 = 1,2 d p<br />
2,4 d<br />
2<br />
0<br />
<br />
0<br />
k1 min 1,4<br />
17,<br />
min 1,4<br />
17,<br />
min 1,66<br />
1, 66<br />
d0<br />
d0<br />
<br />
p 2 = 2,4 d 0<br />
<br />
<br />
<br />
<br />
2,5<br />
<br />
<br />
<br />
<br />
e 2<br />
p 2<br />
e 2<br />
<br />
<br />
<br />
<br />
e 1 p 1 e 1<br />
2,5<br />
<br />
<br />
<br />
<br />
F<br />
<br />
<br />
2,5<br />
<br />
<br />
e 1 =<br />
p 1 =<br />
e 2 =<br />
p 2 =<br />
End bolts<br />
<br />
Internal bolts<br />
<br />
b<br />
<br />
b<br />
p<br />
3 d<br />
<br />
1<br />
0<br />
e<br />
1<br />
3 d<br />
0<br />
0,25 <br />
1,2 d<br />
<br />
3 d<br />
0<br />
0<br />
2,2 d<br />
3 d<br />
0<br />
0,400<br />
0<br />
0,25 0,483<br />
F<br />
F<br />
b,Rd<br />
b,Rd<br />
k<br />
<br />
k<br />
<br />
1<br />
1<br />
a<br />
a<br />
b<br />
<br />
b<br />
<br />
d t<br />
M2<br />
d t<br />
M2<br />
f<br />
f<br />
u<br />
u<br />
1,660,400 d t<br />
<br />
<br />
M2<br />
M2<br />
1,660,483 d t<br />
<br />
<br />
f<br />
u<br />
f<br />
u<br />
d t f<br />
0,664<br />
<br />
d t f<br />
0,802<br />
<br />
M2<br />
M2<br />
u<br />
u
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