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Span between columns in the x direction Lx
Lx
*
m
Span between columns in the y direction Ly
Ly
*
m
Column size in the x direction Cx
Cx
*
cm
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*
cm
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Category A - Domestic, Residential areas
Category B - Office Areas
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Cvategory F - Traffic Area, Weight ≤ 30kN
Category G - Traffica Area, Weight ≥ 30kN
Category H - Roofs
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REI 30
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2
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*
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*
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250x250
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*
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Fe500
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L/250 [mm]
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Calculate
Reset
Calculations will be shown here
Project and customer information
Date
26/04/2025
Product name
Nuovo Nautilus Evo
Project Name
/
Customer
/
Thickness
S
top
cm
H
nau
10
13
16
20
23
24
26
28
29
30
32
33
34
36
37
38
40
41
44
48
52
56
cm
S
bottom
cm
H
tot
0
cm
Full zone
C
cap
0
m
Steel incidence
Steel incidence
0
kg/m
2
Concrete consumption
C
nau
0
m
3
/m
2
Deflections
Instantaneous deformation
0
mm
Long Term Deformation
0
mm
Deflection limit
0
mm
Deflection check
/
Punching reinforcement
Punching Check on u0
/
Design punching shear reinforcement
/
Inertia reduction factors
Inertia reduction factor (I
11
)
0
Inertia reduction factor (I
22
)
0
Inertia reduction factor (I
12
)
0
Shear reduction factor (S
12
)
0
Shear reduction factor (S
23
)
0
Mass reduction (%)
0
Modified Young Modulus (E
c,m
)
0
N/mm
2
Voided slab self weight (p
cls,m
)
0
kN/m
3
Calculating your report
...
See the report
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