Shaft Resistance Stress by Empirical Procedure Formula

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Shaft Resistance Stress in Soil Mechanics is a function of the soil-shaft friction angle, degree, and an empirical lateral earth-pressure coefficient K. Check FAQs
fsr=N50
fsr - Shaft Resistance Stress in Soil Mechanics?N - Average Standard Penetration?

Shaft Resistance Stress by Empirical Procedure Example

With values
With units
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Here is how the Shaft Resistance Stress by Empirical Procedure equation looks like with Values.

Here is how the Shaft Resistance Stress by Empirical Procedure equation looks like with Units.

Here is how the Shaft Resistance Stress by Empirical Procedure equation looks like.

100Edit=5000Edit50
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Shaft Resistance Stress by Empirical Procedure Solution

Follow our step by step solution on how to calculate Shaft Resistance Stress by Empirical Procedure?

FIRST Step Consider the formula
fsr=N50
Next Step Substitute values of Variables
fsr=5000tf (short)/ft²50
Next Step Convert Units
fsr=4.8E+8Pa50
Next Step Prepare to Evaluate
fsr=4.8E+850
Next Step Evaluate
fsr=9576051.79598676Pa
LAST Step Convert to Output's Unit
fsr=100tf (short)/ft²

Shaft Resistance Stress by Empirical Procedure Formula Elements

Variables
Shaft Resistance Stress in Soil Mechanics
Shaft Resistance Stress in Soil Mechanics is a function of the soil-shaft friction angle, degree, and an empirical lateral earth-pressure coefficient K.
Symbol: fsr
Measurement: PressureUnit: tf (short)/ft²
Note: Value can be positive or negative.
Average Standard Penetration
Average Standard Penetration is the average of the sum of the number of blows required for the second and third 6 inches of penetration.
Symbol: N
Measurement: PressureUnit: tf (short)/ft²
Note: Value can be positive or negative.

Other formulas in Shaft Settlement and Resistance category

​Go Average Standard Penetration Resistance using Shaft Resistance Stress
N=fsr50
​Go Ultimate Resistance for Bearing Capacity Solution
Qul=(π4)((Db2)-(Ds2))(Nccu)+Ws
​Go Ultimate Resistance for Cohesive and Cohesion less Soils
Qul=πLf ut+Wsoil+Ws
​Go Weight of Soil Contained within Failure Plane
Wsoil=Qul-(πLf ut)-Ws

How to Evaluate Shaft Resistance Stress by Empirical Procedure?

Shaft Resistance Stress by Empirical Procedure evaluator uses Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50 to evaluate the Shaft Resistance Stress in Soil Mechanics, The Shaft Resistance Stress by Empirical Procedure is defined as a function of the average standard penetration stress within the embedded length of the pile. Shaft Resistance Stress in Soil Mechanics is denoted by fsr symbol.

How to evaluate Shaft Resistance Stress by Empirical Procedure using this online evaluator? To use this online evaluator for Shaft Resistance Stress by Empirical Procedure, enter Average Standard Penetration (N) and hit the calculate button.

FAQs on Shaft Resistance Stress by Empirical Procedure

What is the formula to find Shaft Resistance Stress by Empirical Procedure?
The formula of Shaft Resistance Stress by Empirical Procedure is expressed as Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50. Here is an example- 0.001044 = 478802589.799338/50.
How to calculate Shaft Resistance Stress by Empirical Procedure?
With Average Standard Penetration (N) we can find Shaft Resistance Stress by Empirical Procedure using the formula - Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50.
Can the Shaft Resistance Stress by Empirical Procedure be negative?
Yes, the Shaft Resistance Stress by Empirical Procedure, measured in Pressure can be negative.
Which unit is used to measure Shaft Resistance Stress by Empirical Procedure?
Shaft Resistance Stress by Empirical Procedure is usually measured using the Ton-Force (short) per Square Foot[tf (short)/ft²] for Pressure. Pascal[tf (short)/ft²], Kilopascal[tf (short)/ft²], Bar[tf (short)/ft²] are the few other units in which Shaft Resistance Stress by Empirical Procedure can be measured.
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