Bolts welds column base

WE
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014
Effective width of base plate
c = t
3
f
f
jd
y
γ
M0
235
30
54,2 mm
324,
01,
00
The effective width of the area in contact
b
eff
b
c
A
eff
2 c
28 458
92,3 mm t
200 2 54,2
c bc = 200
c
t = 9 w c
t = 15 c
f h = 200
c
c t = 15 f
f
2 c
c
c
15 2 54,2 123,4 mm
c
b eff
r t
r c