Settlement in Foundation due to Load applied on Foundation Formula

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Settlement in Foundation is vertical movement of foundation due to applied load. Check FAQs
Δ=(qfBC1B+2C1D+C2)
Δ - Settlement in Foundation?qf - Load Intensity?B - Width of Footing?C1 - Coefficient dependent on internal friction?D - Depth of Footing?C2 - Coefficient dependent on cohesion?

Settlement in Foundation due to Load applied on Foundation Example

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With units
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Here is how the Settlement in Foundation due to Load applied on Foundation equation looks like with Values.

Here is how the Settlement in Foundation due to Load applied on Foundation equation looks like with Units.

Here is how the Settlement in Foundation due to Load applied on Foundation equation looks like.

29940.1198Edit=(0.005Edit2Edit10Edit2Edit+210Edit15.2Edit+10Edit)
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Settlement in Foundation due to Load applied on Foundation Solution

Follow our step by step solution on how to calculate Settlement in Foundation due to Load applied on Foundation?

FIRST Step Consider the formula
Δ=(qfBC1B+2C1D+C2)
Next Step Substitute values of Variables
Δ=(0.005MPa2m102m+21015.2m+10)
Next Step Convert Units
Δ=(5000Pa2m102m+21015.2m+10)
Next Step Prepare to Evaluate
Δ=(50002102+21015.2+10)
Next Step Evaluate
Δ=29.940119760479m
Next Step Convert to Output's Unit
Δ=29940.119760479mm
LAST Step Rounding Answer
Δ=29940.1198mm

Settlement in Foundation due to Load applied on Foundation Formula Elements

Variables
Settlement in Foundation
Settlement in Foundation is vertical movement of foundation due to applied load.
Symbol: Δ
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Load Intensity
Load Intensity is defined as load applied per unit area.
Symbol: qf
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Width of Footing
Width of Footing is the shorter dimension of the footing.
Symbol: B
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Coefficient dependent on internal friction
Coefficient dependent on internal friction depend upon angle of internal friction.
Symbol: C1
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Depth of Footing
Depth of Footing is the longer dimension of the footing.
Symbol: D
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Coefficient dependent on cohesion
Coefficient dependent on cohesion usually determined by bearing-plate loading tests.
Symbol: C2
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.

Other formulas in Settlement under foundations category

​Go Load Intensity on Foundation given Settlement
qf=(ΔC1)(1+2DB)+(ΔC2B)

How to Evaluate Settlement in Foundation due to Load applied on Foundation?

Settlement in Foundation due to Load applied on Foundation evaluator uses Settlement in Foundation = ((Load Intensity*Width of Footing)/(Coefficient dependent on internal friction*Width of Footing+2*Coefficient dependent on internal friction*Depth of Footing+Coefficient dependent on cohesion)) to evaluate the Settlement in Foundation, The Settlement in Foundation due to Load applied on Foundation formula is defined as vertical movement of the foundation due to the applied load . Settlement in Foundation is denoted by Δ symbol.

How to evaluate Settlement in Foundation due to Load applied on Foundation using this online evaluator? To use this online evaluator for Settlement in Foundation due to Load applied on Foundation, enter Load Intensity (qf), Width of Footing (B), Coefficient dependent on internal friction (C1), Depth of Footing (D) & Coefficient dependent on cohesion (C2) and hit the calculate button.

FAQs on Settlement in Foundation due to Load applied on Foundation

What is the formula to find Settlement in Foundation due to Load applied on Foundation?
The formula of Settlement in Foundation due to Load applied on Foundation is expressed as Settlement in Foundation = ((Load Intensity*Width of Footing)/(Coefficient dependent on internal friction*Width of Footing+2*Coefficient dependent on internal friction*Depth of Footing+Coefficient dependent on cohesion)). Here is an example- 3E+7 = ((5000*2)/(10*2+2*10*15.2+10)).
How to calculate Settlement in Foundation due to Load applied on Foundation?
With Load Intensity (qf), Width of Footing (B), Coefficient dependent on internal friction (C1), Depth of Footing (D) & Coefficient dependent on cohesion (C2) we can find Settlement in Foundation due to Load applied on Foundation using the formula - Settlement in Foundation = ((Load Intensity*Width of Footing)/(Coefficient dependent on internal friction*Width of Footing+2*Coefficient dependent on internal friction*Depth of Footing+Coefficient dependent on cohesion)).
Can the Settlement in Foundation due to Load applied on Foundation be negative?
No, the Settlement in Foundation due to Load applied on Foundation, measured in Length cannot be negative.
Which unit is used to measure Settlement in Foundation due to Load applied on Foundation?
Settlement in Foundation due to Load applied on Foundation is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Settlement in Foundation due to Load applied on Foundation can be measured.
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