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Design of Isolated Footing
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Geometry
Material
Loads
Rebar
Cost
Report
Marerial data:
Fcu of RC
MPa
Fcu of PC
MPa
Fy of Steel
MPa
Soil data:
Net
all
Bearing Capacity
kPa
Loads:
Service Axial Load
kN
Service Moment about X-dir
kN.m
Service Moment about Y-dir
kN.m
Ultimate Load Factor
Footing Number:
Footing Number:
Geometry:
Column X-dimension
m
Column Y-dimension
m
Column Type
Interior
PC Thick.
m
Offset between PC and RC
m
Concete Cover
m
RC Footing Min. Thick.
m
Footing Size Selection
Auto
user
Set Footing dimension
m x
m
Required Rebar:
Required Bottom RFT in X-Dir.
mm
2
Dia
10
12
16
18
20
22
25
28
mm @
mm
Required Bottom RFT in Y-Dir.
mm
2
Dia
10
12
16
18
20
22
25
28
mm @
mm
Cost Estimate:
Cost of PC / m
3
EGP
Cost of RC / m
3
EGP
Cost of rebar / ton
EGP
Cost Estimate:
Cost of PC
EGP
Cost of RC
EGP
Cost of rebar
EGP
Total Cost of Footing
EGP
Plain Concrete:
X-Dimension of PC
m
Y-Dimension of PC
m
Thickness of PC
m
Reinforced Concrete:
X-Dimension of RC
m
Y-Dimension of RC
m
Thickness of RC
m
Soil Check:
Bearing at corner-1
kPa
Bearing at corner-2
kPa
Bearing at corner-3
kPa
Bearing at corner-4
kPa
Overturning Check
Shear Check
Maximum One-way Shear Stress
MPa
Allowable One-way Shear Stress
MPa
Maximum Punching Shrear Stress
MPa
allowable Punching Shrear Stress
MPa
Design of Footing
Print Report