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Eurocode
Punching shear proof
RC section design to bending
Rebar anchorage and lapping
Base shear force EC 8
Statics
Statics calculator
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Detailed calculation of d
1
value
Φ =
mm
Φ
w
=
mm
c =
mm
d
1
=
c + Φ
w
+ Φ / 2 =
cm
×
Coefficients
α
cc
=
γ
C
=
γ
S
=
d
g
=
mm
k
1
=
/ γ
C
k
2
=
mm
×
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CALCULATION RESULTS
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Coefficients
Report
RC Section Design to Bending According to EUROCODE 2
Language
English
Hrvatski
Norm
Eurocode EN 1992-1-1
Element type
Beam
Slab
Concrete
C12/15
Reinforcement
B450C
B500A
B500B
B550B
b =
cm
h =
cm
d
1
=
cm
M
Ed
=
kNm
Reinforcement
Φ
6
8
10
12
14
16
18
20
22
25
28
32
36
Φ
w
=
Φ6
Φ8
Φ10
Φ12
mm
Warnings
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