Home
Design of Isolated Footing
Contact Us
Geometry
Material
Loads
Rebar
Cost
Report
Marerial data:
F
cu
of RC
MPa
F
cu
of PC
MPa
F
y
of Steel
MPa
Soil data:
Allowable Bearing Capacity
kPa
Allowable Bearing Capacity Type
Net Bearing Capacity
Gross Bearing Capacity
Height of Soil above Footing Level
m
Soil Unit Weight
m
Co-efficient of Fricition
m
Loads:
Working Axial Load
kN
Working Horizontal Load
kN
Ultimate Load Factor
Footing Number:
Footing Number:
Geometry:
Column X-dimension
m
Column Y-dimension
m
Column Type
Interior
RC Footing Min. Thick.
m
PC Thick.
m
Max. Offset of PC
m
Concete Cover
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
Price Unit-Rate :
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
Checks:
Actual Bearing at Soil
kPa
Maximum One-way Shear Stress
MPa
Allowable One-way Shear Stress
MPa
Maximum Punching Shrear Stress
MPa
allowable Punching Shrear Stress
MPa
Sliding Factor Of Safety
Design of Footing
Detail Design Calculations
Print Report
