Normal Stress Component given Effective Normal Stress Calculator

✖Effective Normal Stress in Soil Mechanics is related to total stress and pore pressure.ⓘ Effective Normal Stress in Soil Mechanics [σ^']			+10% -10%
✖Upward Force in Seepage Analysis is due to seepage water.ⓘ Upward Force in Seepage Analysis [F_u]			+10% -10%

✖Normal Stress in Soil Mechanics is stress that occurs when a member is loaded by an axial force.ⓘ Normal Stress Component given Effective Normal Stress [σ_n]

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Normal Stress Component given Effective Normal Stress Solution

STEP 0: Pre-Calculation Summary

Formula Used

Normal Stress in Soil Mechanics = Effective Normal Stress in Soil Mechanics+Upward Force in Seepage Analysis
σ_n = σ^'+F_u
This formula uses 3 Variables

Variables Used

Normal Stress in Soil Mechanics - (Measured in Pascal) - Normal Stress in Soil Mechanics is stress that occurs when a member is loaded by an axial force.
Effective Normal Stress in Soil Mechanics - (Measured in Pascal) - Effective Normal Stress in Soil Mechanics is related to total stress and pore pressure.
Upward Force in Seepage Analysis - (Measured in Pascal) - Upward Force in Seepage Analysis is due to seepage water.

STEP 1: Convert Input(s) to Base Unit

Effective Normal Stress in Soil Mechanics: 24.67 Kilonewton per Square Meter --> 24670 Pascal (Check conversion here)
Upward Force in Seepage Analysis: 52.89 Kilonewton per Square Meter --> 52890 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

σ_n = σ^'+F_u --> 24670+52890

Evaluating ... ...

σ_n = 77560

STEP 3: Convert Result to Output's Unit

77560 Pascal -->77.56 Kilonewton per Square Meter (Check conversion here)

FINAL ANSWER

77.56 Kilonewton per Square Meter <-- Normal Stress in Soil Mechanics

(Calculation completed in 00.004 seconds)

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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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< Steady State Seepage Analysis Along The Slopes Calculators

Inclined Length of Prism given Saturated Unit Weight

LaTeX Go Inclined Length of Prism = Weight of Prism in Soil Mechanics/(Saturated Unit Weight of Soil*Depth of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))

Weight of Soil Prism given Saturated Unit Weight

LaTeX Go Weight of Prism in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*Inclined Length of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))

Vertical Stress on Prism given Saturated Unit Weight

LaTeX Go Vertical Stress at a Point in Kilopascal = (Saturated Unit Weight of Soil*Depth of Prism*cos((Angle of Inclination to Horizontal in Soil*pi)/180))

Normal Stress Component given Saturated Unit Weight

LaTeX Go Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)

Normal Stress Component given Effective Normal Stress Formula

LaTeX Go

Normal Stress in Soil Mechanics = Effective Normal Stress in Soil Mechanics+Upward Force in Seepage Analysis
σ_n = σ^'+F_u

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 Effective Normal Stress?

Normal Stress Component given Effective Normal Stress calculator uses Normal Stress in Soil Mechanics = Effective Normal Stress in Soil Mechanics+Upward Force in Seepage Analysis to calculate the Normal Stress in Soil Mechanics, The Normal Stress Component given Effective Normal Stress is defined as the value of normal stress when we have prior information of other parameters used. Normal Stress in Soil Mechanics is denoted by σ_n symbol.

How to calculate Normal Stress Component given Effective Normal Stress using this online calculator? To use this online calculator for Normal Stress Component given Effective Normal Stress, enter Effective Normal Stress in Soil Mechanics (σ^') & Upward Force in Seepage Analysis (F_u) and hit the calculate button. Here is how the Normal Stress Component given Effective Normal Stress calculation can be explained with given input values -> 0.07756 = 24670+52890.

FAQ

What is Normal Stress Component given Effective Normal Stress?

The Normal Stress Component given Effective Normal Stress is defined as the value of normal stress when we have prior information of other parameters used and is represented as σ_n = σ^'+F_u or Normal Stress in Soil Mechanics = Effective Normal Stress in Soil Mechanics+Upward Force in Seepage Analysis. Effective Normal Stress in Soil Mechanics is related to total stress and pore pressure & Upward Force in Seepage Analysis is due to seepage water.

How to calculate Normal Stress Component given Effective Normal Stress?

The Normal Stress Component given Effective Normal Stress is defined as the value of normal stress when we have prior information of other parameters used is calculated using Normal Stress in Soil Mechanics = Effective Normal Stress in Soil Mechanics+Upward Force in Seepage Analysis. To calculate Normal Stress Component given Effective Normal Stress, you need Effective Normal Stress in Soil Mechanics (σ^') & Upward Force in Seepage Analysis (F_u). With our tool, you need to enter the respective value for Effective Normal Stress in Soil Mechanics & Upward Force in Seepage Analysis 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 Soil Mechanics?

In this formula, Normal Stress in Soil Mechanics uses Effective Normal Stress in Soil Mechanics & Upward Force in Seepage Analysis. We can use 2 other way(s) to calculate the same, which is/are as follows -

Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)
Normal Stress in Soil Mechanics = Upward Force in Seepage Analysis+(Submerged Unit Weight in KN per Cubic Meter*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2)

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