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Geotechnical Engineering
Width of Footing in Geotechnical Engineering Formulas
Width of Footing is the shorter dimension of the footing. And is denoted by B. Width of Footing is usually measured using the Meter for Length. Note that the value of Width of Footing is always positive.
Formulas to find Width of Footing in Geotechnical Engineering
f
x
Width of Strip Footing given Net Ultimate Bearing Capacity
Go
f
x
Width of Footing given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Width of Footing given Angle of Shearing Resistance by Meyerhof's Analysis
Go
f
x
Width of Footing given Bearing Capacity for Square Footing
Go
f
x
Width of Strip Footing given Bearing Capacity
Go
f
x
Width of Square Footing given Bearing Capacity
Go
f
x
Width of Footing given Bearing Capacity for Local Shear Failure
Go
f
x
Width of Footing for Local Shear Failure given Bearing Capacity Factor
Go
f
x
Width of Footing given Ultimate Bearing Capacity
Go
f
x
Width of Footing given Effective Surcharge
Go
f
x
Width of Footing given Safe Bearing Capacity
Go
f
x
Width of Footing given Bearing Capacity Factor and Depth of Footing
Go
f
x
Width of Footing given Factor of Safety and Safe Bearing Capacity
Go
Geotechnical Engineering formulas that make use of Width of Footing
f
x
Load Intensity on Foundation given Settlement
Go
f
x
Settlement in Foundation due to Load applied on Foundation
Go
f
x
Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for General Shear Failure
Go
f
x
Effective Surcharge given Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for General Shear Failure
Go
f
x
Unit Weight of Soil under Strip Footing for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure
Go
f
x
Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Case of Local Shear Failure
Go
f
x
Effective Surcharge given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Case of Local Shear Failure
Go
f
x
Unit Weight of Soil under Strip Footing for Case of Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Case of Local Shear Failure
Go
f
x
Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis
Go
f
x
Triaxial Angle of Shearing Resistance by Meyerhof's Analysis
Go
f
x
Length of Footing given Angle of Shearing Resistance by Meyerhof's Analysis
Go
f
x
Bearing Capacity of Cohesive Soil for Square Footing
Go
f
x
Cohesion of Soil given Bearing Capacity for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Square Footing
Go
f
x
Effective Surcharge given Bearing Capacity for Square Footing
Go
f
x
Length of Footing given Bearing Capacity for Square Footing
Go
f
x
Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
Go
f
x
Effective Surcharge for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
Go
f
x
Unit Weight of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
Go
f
x
Length of Rectangular Footing given Ultimate Bearing Capacity
Go
f
x
Ultimate Bearing Capacity for Rectangular Footing given Shape Factor
Go
f
x
Cohesion of Soil for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor
Go
f
x
Effective Surcharge for Rectangular Footing given Shape Factor
Go
f
x
Unit Weight of Soil for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
f
x
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Strip Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Strip Footing
Go
f
x
Unit Weight of Non Cohesive Soil given Bearing Capacity of Strip Footing
Go
f
x
Bearing Capacity of Non Cohesive Soil for Square Footing
Go
f
x
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Square Footing
Go
f
x
Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing
Go
f
x
Bearing capacity for Local Shear Failure
Go
f
x
Cohesion of Soil given Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Local Shear Failure
Go
f
x
Effective Surcharge given Bearing Capacity for Local Shear Failure
Go
f
x
Unit Weight of Soil given Bearing Capacity for Local Shear Failure
Go
f
x
Bearing capacity for Local Shear Failure given Depth of Footing
Go
f
x
Cohesion of Soil for Local Shear Failure given Depth of Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Dimension of Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight given Dimension of Footing
Go
f
x
Ultimate Bearing Capacity given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Depth and Width of Footing
Go
f
x
Unit Weight of Soil given Depth and Width of Footing
Go
f
x
Depth of Footing given Bearing Capacity Factor
Go
f
x
Net Ultimate Bearing Capacity given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity
Go
f
x
Effective Surcharge given Bearing Capacity Factor
Go
f
x
Unit Weight of Soil given Net Ultimate Bearing Capacity
Go
f
x
Safe Bearing Capacity given Bearing Capacity Factor
Go
f
x
Effective Surcharge given Safe Bearing Capacity
Go
f
x
Factor of Safety given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Safe Bearing Capacity
Go
f
x
Unit Weight of Soil given Safe Bearing Capacity
Go
f
x
Net Ultimate Bearing Capacity given Depth and Width of Footing
Go
f
x
Unit Weight of Soil given Bearing Capacity Factor, Depth and Width of Footing
Go
f
x
Depth of Footing given Bearing Capacity Factor and Width of Footing
Go
f
x
Safe Bearing Capacity given Depth and Width of Footing
Go
f
x
Factor of Safety given Depth and Width of Footing
Go
f
x
Depth of Footing given Factor of Safety and Safe Bearing Capacity
Go
f
x
Unit Weight of Soil given Factor of Safety and Safe Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Cohesion given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Cohesion given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Weight given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Safe Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity
Go
List of variables in Geotechnical Engineering formulas
f
x
Net Ultimate BC
Go
f
x
Cohesion in Soil as Kilopascal
Go
f
x
Bearing Capacity Factor dependent on Cohesion
Go
f
x
Effective Surcharge in KiloPascal
Go
f
x
Bearing Capacity Factor dependent on Surcharge
Go
f
x
Unit Weight of Soil
Go
f
x
Bearing Capacity Factor dependent on Unit Weight
Go
f
x
Angle of Internal Friction For Plain Strain
Go
f
x
Angle of Internal Friction
Go
f
x
Length of Footing
Go
f
x
Ultimate Bearing Capacity
Go
f
x
Ultimate Bearing Capacity in Soil
Go
f
x
Depth of Footing in Soil
Go
f
x
Net Ultimate Bearing Capacity
Go
f
x
Cohesion of Soil
Go
f
x
Safe Bearing Capacity
Go
f
x
Factor of Safety
Go
f
x
Depth of Footing
Go
FAQ
What is the Width of Footing?
Width of Footing is the shorter dimension of the footing. Width of Footing is usually measured using the Meter for Length. Note that the value of Width of Footing is always positive.
Can the Width of Footing be negative?
No, the Width of Footing, measured in Length cannot be negative.
What unit is used to measure Width of Footing?
Width of Footing is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Width of Footing can be measured.
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