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Design of concrete element
for
shear force
based on
EC2
Swedish Annex
Concrete :
C20/25
C25/30
C30/37
C35/45
C40/50
C45/55
C50/60
f
ck
=
20 MPa
Steel :
K500C-T
K600B-T
f
yk
=
500 MPa
V
Ed
=
kN
N
Ed
=
kN
h =
mm
b =
mm
A
sl
=
mm
2
d =
mm
d
st
:
6
8
10
12
Ø
α
cc
=
0.85
0.90
0.95
1.00
cotθ =
: A
sw,min
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