Normal Stress Component given Unit Weight of Soil Solution

STEP 0: Pre-Calculation Summary
Formula Used
Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2
σn = γ*z*(cos((i*pi)/180))^2
This formula uses 1 Constants, 1 Functions, 4 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
Functions Used
cos - Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle., cos(Angle)
Variables Used
Normal Stress in kp - (Measured in Pascal) - Normal Stress in kp is defined as the stress produced by the perpendicular action of a force on a given area in kilopascal.
Unit Weight of Soil - (Measured in Newton per Cubic Meter) - Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Depth of Prism - (Measured in Meter) - Depth of Prism is the length of prism along z direction.
Angle of Inclination to Horizontal in Soil - (Measured in Radian) - Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object.
STEP 1: Convert Input(s) to Base Unit
Unit Weight of Soil: 18 Kilonewton per Cubic Meter --> 18000 Newton per Cubic Meter (Check conversion ​here)
Depth of Prism: 3 Meter --> 3 Meter No Conversion Required
Angle of Inclination to Horizontal in Soil: 64 Degree --> 1.11701072127616 Radian (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
σn = γ*z*(cos((i*pi)/180))^2 --> 18000*3*(cos((1.11701072127616*pi)/180))^2
Evaluating ... ...
σn = 53979.4785447009
STEP 3: Convert Result to Output's Unit
53979.4785447009 Pascal -->53.9794785447009 Kilopascal (Check conversion ​here)
FINAL ANSWER
53.9794785447009 53.97948 Kilopascal <-- Normal Stress in kp
(Calculation completed in 00.020 seconds)

Credits

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Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Meerut Institute of Engineering and Technology (MIET), Meerut
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Normal Stress Component Calculators

Normal Stress Component given Unit Weight of Soil
​ LaTeX ​ Go Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2
Vertical Stress on Surface of Prism given Normal Stress Component
​ LaTeX ​ Go Vertical Stress at a Point in Kilopascal = Normal Stress in kp/cos((Angle of Inclination to Horizontal in Soil*pi)/180)
Normal Stress Component given Vertical Stress
​ LaTeX ​ Go Normal Stress in kp = Vertical Stress at a Point in Kilopascal*cos((Angle of Inclination to Horizontal in Soil*pi)/180)
Angle of Inclination given Normal Stress Component
​ LaTeX ​ Go Angle of Inclination to Horizontal in Soil = acos(Normal Stress in kp/Vertical Stress at a Point in Kilopascal)

Normal Stress Component given Unit Weight of Soil Formula

​LaTeX ​Go
Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2
σn = γ*z*(cos((i*pi)/180))^2

What is Normal Stress?

A normal stress is a stress that occurs when a member is loaded by an axial force. The value of the normal force for any prismatic section is simply the force divided by the cross sectional area. A normal stress will occur when a member is placed in tension or compression.

How to Calculate Normal Stress Component given Unit Weight of Soil?

Normal Stress Component given Unit Weight of Soil calculator uses Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2 to calculate the Normal Stress in kp, The Normal Stress Component given Unit Weight of Soil is defined as the value of normal stress component when we have prior information of other parameters used. Normal Stress in kp is denoted by σn symbol.

How to calculate Normal Stress Component given Unit Weight of Soil using this online calculator? To use this online calculator for Normal Stress Component given Unit Weight of Soil, enter Unit Weight of Soil (γ), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i) and hit the calculate button. Here is how the Normal Stress Component given Unit Weight of Soil calculation can be explained with given input values -> 0.053979 = 18000*3*(cos((1.11701072127616*pi)/180))^2.

FAQ

What is Normal Stress Component given Unit Weight of Soil?
The Normal Stress Component given Unit Weight of Soil is defined as the value of normal stress component when we have prior information of other parameters used and is represented as σn = γ*z*(cos((i*pi)/180))^2 or Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2. Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil, Depth of Prism is the length of prism along z direction & Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object.
How to calculate Normal Stress Component given Unit Weight of Soil?
The Normal Stress Component given Unit Weight of Soil is defined as the value of normal stress component when we have prior information of other parameters used is calculated using Normal Stress in kp = Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2. To calculate Normal Stress Component given Unit Weight of Soil, you need Unit Weight of Soil (γ), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i). With our tool, you need to enter the respective value for Unit Weight of Soil, Depth of Prism & Angle of Inclination to Horizontal in Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Normal Stress in kp?
In this formula, Normal Stress in kp uses Unit Weight of Soil, Depth of Prism & Angle of Inclination to Horizontal in Soil. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Normal Stress in kp = Vertical Stress at a Point in Kilopascal*cos((Angle of Inclination to Horizontal in Soil*pi)/180)
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