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Punching shear proof
RC section design to bending
Rebar anchorage and lapping
Base shear force EC 8
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Reinforcement ratio
Φ
x
=
6
8
10
12
14
16
18
20
22
25
28
32
36
mm
Φ
y
=
6
8
10
12
14
16
18
20
22
25
28
32
36
mm
a
x
=
cm
a
y
=
cm
A
s,x
=
cm
2
/m'
A
s,y
=
cm
2
/m'
ρ
l,x
=
%
ρ
l,y
=
%
ρ
min
=
%
ρ
max
=
%
ρ
l
=
(ρ
l,x
⋅ ρ
l,y
)
0.5
=
%
CALCULATE
Norm
Eurocode EN 1992-1-1:2004
UNI EN 1992-1-1:2004 - Italian NA
V
Ed
=
kN
Reinforcement
B450C
B500A
B500B
B550B
Concrete
C12/15
Shape
Slab edge
X
Y
Edge distance
cm
cm
Angle
°
°
h =
cm
d =
cm
b
x
=
cm
b
y
=
cm
D =
cm
β =
ρ
l
=
%
σ
cp
=
MPa
α
cc
=
γ
C
=
γ
S
=
u
1
=
⋅ d
C
Rd,c
=
/ γ
C
k
1
=
l
k1
=
⋅ d
s
r
=
⋅ d
α =
°
ν
Rd,max
=
⋅ ν ⋅ f
cd
k ⋅ d =
⋅ d
CALCULATION RESULTS
Results - detailed
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Punching shear proof