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Bolts welds column base

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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014<br />

Bolted connection of double angle bar<br />

N Ed<br />

8<br />

45<br />

e =35 2<br />

2× L80 × 6<br />

6 6<br />

40<br />

70<br />

70 70 70 40<br />

e 1 p 1<br />

Bearing of internal bolt<br />

e2<br />

35 <br />

min<br />

2,8 1,7;<br />

2,5 min 2,8 1,7;<br />

2,5 min 2,75; 2,5 k 2, 5<br />

k1 <br />

1<br />

d <br />

<br />

<br />

0<br />

22 <br />

<br />

<br />

<br />

b<br />

p1<br />

1<br />

70 1<br />

<br />

0,811<br />

3 d 4<br />

<br />

0<br />

3<br />

22 4<br />

<br />

<br />

fub<br />

500 <br />

<br />

<br />

min<br />

min<br />

min1,389<br />

0,811<br />

fu<br />

360 <br />

<br />

1,0 1,0 <br />

1,0 <br />

<br />

F b,<br />

Rd<br />

<br />

2,5 0,811<br />

20<br />

8 360<br />

1,25<br />

93,4 kN

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