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Internal Calculator
Add your data
*
Required field
Geometrical data
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
Column size columns in the y direction Cy
Cy
:
*
cm
Rib Width
N-100
N-120
N-140
N-160
N-180
N-200
N-220
N-240
N-260
N-280
N° Spans X
:
*
N° Spans Y
:
*
Load data
Category
Category A - Domestic, Residential areas
Category B - Office Areas
Category C - Congregation Areas
Category D - Shopping Areas
Category E - Storage Areas
Cvategory F - Traffic Area, Weight ≤ 30kN
Category G - Traffica Area, Weight ≥ 30kN
Category H - Roofs
Fire Proof Requirements
REI 30
REI 60
REI 90
REI 120
REI 180
REI 240
Self Weight
kN/m
2
Gk
*
kN/m
2
Qk
*
kN/m
2
Rebar data
Top Concrete Cover
*
cm
Top Base Reinforcement
Welded Wire Mesh
Single Bars
Top Base Reinforcement Diameter
*
mm
Top Base Reinforcement Distance
100x100
150x150
200x200
250x250
Bottom Concrete Cover
*
cm
Bottom Base Reinforcement
Welded Wire Mesh
Single Bars
Bottom Base Diameter
*
mm
Bottom Base Reinforcement Distance
100x100
150x150
200x200
250x250
Material data
Concrete Resistance Class
C12/15
C16/20
C20/25
C25/30
C28/35
C30/37
C35/45
C32/40
C40/50
C45/55
C50/60
C55/67
C60/75
C70/85
C80/95
C90/105
Rebar Characteristics
Fe500
B 450 C
Full zone data
Full zone goal
Smallest Full Zone
No Shear Reinforcement
Deflections
Deflection limit
*
Calculate
Reset
Calculations will be shown here
Project information
Date
20/04/2025
Product name
Nuovo Nautilus Evo
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
Recalculate
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
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