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Design of Solid Slab
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Material & Loads
Geometry
Rebar
Report
Marerial data:
F
cu
of RC
MPa
F
y
of Steel
MPa
Loads:
Super-Imposed Dead Load
kPa
Finishing Load
kPa
Live Load
kPa
Live Load Type
Static Load
Dynamic/Moving Load
Footing Number:
Slab Number:
Geometry:
Clear Span X-direction
m
Clear Span Y-direction
m
Provided Slab Thick.
mm
Minimum Slab Thick.
mm
Concete Cover
mm
Boundary Condition
Top Edge
Edge Beam
One Span
> One Span
Botton Edge
Edge Beam
One Span
> One Span
Right Edge
Edge Beam
One Span
> One Span
Left Edge
Edge Beam
One Span
> One Span
Edge Beam width
mm
Bottom Rebar Layer:
Required Bottom RFT in X-Dir.
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Required Bottom RFT in Y-Dir.
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Top Rebar Layer:
Required Top RFT [Top-Side]
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Required Top RFT [Bottom-Side]
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Required Top RFT [Left-Side]
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Required Top RFT [Right-Side]
mm
2
Provide Dia
8
10
12
16
18
20
22
25
28
@
mm
mm
2
Design of Footing
Print Report
