Shaft Resistance Stress by Empirical Procedure Solution

STEP 0: Pre-Calculation Summary
Formula Used
Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50
fsr = N/50
This formula uses 2 Variables
Variables Used
Shaft Resistance Stress in Soil Mechanics - (Measured in Pascal) - Shaft Resistance Stress in Soil Mechanics is a function of the soil-shaft friction angle, degree, and an empirical lateral earth-pressure coefficient K.
Average Standard Penetration - (Measured in Pascal) - Average Standard Penetration is the average of the sum of the number of blows required for the second and third 6 inches of penetration.
STEP 1: Convert Input(s) to Base Unit
Average Standard Penetration: 5000 Ton-Force (short) per Square Foot --> 478802589.799338 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fsr = N/50 --> 478802589.799338/50
Evaluating ... ...
fsr = 9576051.79598676
STEP 3: Convert Result to Output's Unit
9576051.79598676 Pascal -->100 Ton-Force (short) per Square Foot (Check conversion here)
FINAL ANSWER
100 Ton-Force (short) per Square Foot <-- Shaft Resistance Stress in Soil Mechanics
(Calculation completed in 00.004 seconds)

Credits

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7 Shaft Settlement and Resistance Calculators

Ultimate Resistance for Bearing Capacity Solution
Go Ultimate Resistance = (pi/4)*((Bell Diameter^2)-(Shaft Diameter in Soil Mechanics^2))*(Bearing Capacity Factor*Shear Strength Reduction Factor in Soil Mechanics*Undrained Shear Strength)+Shaft Weight in Soil Mechanics
Average Ultimate Skin-Friction Stress in Tension on Failure Plane
Go Skin Friction Stress in Soil Mechanics = ((Ultimate Resistance-Weight of Soil-Shaft Weight in Soil Mechanics)/(pi*Length of Soil Section))
Weight of Soil Contained within Failure Plane
Go Weight of Soil = Ultimate Resistance-(pi*Length of Soil Section*Skin Friction Stress in Soil Mechanics)-Shaft Weight in Soil Mechanics
Ultimate Resistance for Cohesive and Cohesion less Soils
Go Ultimate Resistance = pi*Length of Soil Section*Skin Friction Stress in Soil Mechanics+Weight of Soil+Shaft Weight in Soil Mechanics
Weight of Shaft given Ultimate Resistance
Go Shaft Weight = (Ultimate Resistance-Weight of Soil)/(pi*Length of Soil Section*Skin Friction Stress in Soil Mechanics)
Average Standard Penetration Resistance using Shaft Resistance Stress
Go Average Standard Penetration = Shaft Resistance Stress in Soil Mechanics*50
Shaft Resistance Stress by Empirical Procedure
Go Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50

Shaft Resistance Stress by Empirical Procedure Formula

Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50
fsr = N/50

What is Shaft Resistance?

Shaft Resistance is defined as the load resisted by a pile's shaft, it must be less than, or equal to, the shaft capacity.The load resisted by a pile's shaft; it must be less than, or equal to, the shaft capacity. Skin friction is the Soil resistance acting along a pile shaft, caused by soil moving relative to the pile shaft; it must be less than, or equal to, the shaft capacity.

How to Calculate Shaft Resistance Stress by Empirical Procedure?

Shaft Resistance Stress by Empirical Procedure calculator uses Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50 to calculate 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 calculate Shaft Resistance Stress by Empirical Procedure using this online calculator? To use this online calculator for Shaft Resistance Stress by Empirical Procedure, enter Average Standard Penetration (N) and hit the calculate button. Here is how the Shaft Resistance Stress by Empirical Procedure calculation can be explained with given input values -> 0.001044 = 478802589.799338/50.

FAQ

What is Shaft Resistance Stress by Empirical Procedure?
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 and is represented as fsr = N/50 or Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50. Average Standard Penetration is the average of the sum of the number of blows required for the second and third 6 inches of penetration.
How to calculate Shaft Resistance Stress by Empirical Procedure?
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 is calculated using Shaft Resistance Stress in Soil Mechanics = Average Standard Penetration/50. To calculate Shaft Resistance Stress by Empirical Procedure, you need Average Standard Penetration (N). With our tool, you need to enter the respective value for Average Standard Penetration and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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