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Normal Stress in Soil Mechanics is stress that occurs when a member is loaded by an axial force. Check FAQs
σn=(γsaturatedz(cos(iπ180))2)
σn - Normal Stress in Soil Mechanics?γsaturated - Saturated Unit Weight of Soil?z - Depth of Prism?i - Angle of Inclination to Horizontal in Soil?π - Archimedes' constant?

Normal Stress Component given Saturated Unit Weight Example

With values
With units
Only example

Here is how the Normal Stress Component given Saturated Unit Weight equation looks like with Values.

Here is how the Normal Stress Component given Saturated Unit Weight equation looks like with Units.

Here is how the Normal Stress Component given Saturated Unit Weight equation looks like.

35.6564Edit=(11.89Edit3Edit(cos(64Edit3.1416180))2)
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Normal Stress Component given Saturated Unit Weight Solution

Follow our step by step solution on how to calculate Normal Stress Component given Saturated Unit Weight?

FIRST Step Consider the formula
σn=(γsaturatedz(cos(iπ180))2)
Next Step Substitute values of Variables
σn=(11.89kN/m³3m(cos(64°π180))2)
Next Step Substitute values of Constants
σn=(11.89kN/m³3m(cos(64°3.1416180))2)
Next Step Convert Units
σn=(11890N/m³3m(cos(1.117rad3.1416180))2)
Next Step Prepare to Evaluate
σn=(118903(cos(1.1173.1416180))2)
Next Step Evaluate
σn=35656.4444386941Pa
Next Step Convert to Output's Unit
σn=35.6564444386941kN/m²
LAST Step Rounding Answer
σn=35.6564kN/m²

Normal Stress Component given Saturated Unit Weight Formula Elements

Variables
Constants
Functions
Normal Stress in Soil Mechanics
Normal Stress in Soil Mechanics is stress that occurs when a member is loaded by an axial force.
Symbol: σn
Measurement: StressUnit: kN/m²
Note: Value can be positive or negative.
Saturated Unit Weight of Soil
Saturated Unit Weight of Soil is the ratio of mass of saturated soil sample to total volume.
Symbol: γsaturated
Measurement: Specific WeightUnit: kN/m³
Note: Value should be greater than 0.
Depth of Prism
Depth of Prism is the length of prism along z direction.
Symbol: z
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Angle of Inclination to Horizontal in Soil
Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object.
Symbol: i
Measurement: AngleUnit: °
Note: Value should be greater than 0.
Archimedes' constant
Archimedes' constant is a mathematical constant that represents the ratio of the circumference of a circle to its diameter.
Symbol: π
Value: 3.14159265358979323846264338327950288
cos
Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle.
Syntax: cos(Angle)

Other Formulas to find Normal Stress in Soil Mechanics

​Go Normal Stress Component given Effective Normal Stress
σn=σ'+Fu
​Go Normal Stress Component given Submerged Unit Weight and Depth of Prism
σn=Fu+(ySz(cos(iπ180))2)

Other formulas in Steady State Seepage Analysis Along The Slopes category

​Go Weight of Soil Prism given Saturated Unit Weight
Wprism=(γsaturatedzbcos(iπ180))
​Go Inclined Length of Prism given Saturated Unit Weight
b=Wprismγsaturatedzcos(iπ180)
​Go Vertical Stress on Prism given Saturated Unit Weight
σzkp=(γsaturatedzcos(iπ180))
​Go Shear Stress Component given Saturated Unit Weight
ζsoil=(γsaturatedzcos(iπ180)sin(iπ180))

How to Evaluate Normal Stress Component given Saturated Unit Weight?

Normal Stress Component given Saturated Unit Weight evaluator uses Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2) to evaluate the Normal Stress in Soil Mechanics, The Normal Stress Component given Saturated Unit Weight 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 σn symbol.

How to evaluate Normal Stress Component given Saturated Unit Weight using this online evaluator? To use this online evaluator for Normal Stress Component given Saturated Unit Weight, enter Saturated Unit Weight of Soil saturated), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i) and hit the calculate button.

FAQs on Normal Stress Component given Saturated Unit Weight

What is the formula to find Normal Stress Component given Saturated Unit Weight?
The formula of Normal Stress Component given Saturated Unit Weight is expressed as Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2). Here is an example- 0.035656 = (11890*3*(cos((1.11701072127616*pi)/180))^2).
How to calculate Normal Stress Component given Saturated Unit Weight?
With Saturated Unit Weight of Soil saturated), Depth of Prism (z) & Angle of Inclination to Horizontal in Soil (i) we can find Normal Stress Component given Saturated Unit Weight using the formula - Normal Stress in Soil Mechanics = (Saturated Unit Weight of Soil*Depth of Prism*(cos((Angle of Inclination to Horizontal in Soil*pi)/180))^2). This formula also uses Archimedes' constant and Cosine (cos) function(s).
What are the other ways to Calculate Normal Stress in Soil Mechanics?
Here are the different ways to Calculate Normal Stress in Soil Mechanics-
  • Normal Stress in Soil Mechanics=Effective Normal Stress in Soil Mechanics+Upward Force in Seepage AnalysisOpenImg
  • 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)OpenImg
Can the Normal Stress Component given Saturated Unit Weight be negative?
Yes, the Normal Stress Component given Saturated Unit Weight, measured in Stress can be negative.
Which unit is used to measure Normal Stress Component given Saturated Unit Weight?
Normal Stress Component given Saturated Unit Weight is usually measured using the Kilonewton per Square Meter[kN/m²] for Stress. Pascal[kN/m²], Newton per Square Meter[kN/m²], Newton per Square Millimeter[kN/m²] are the few other units in which Normal Stress Component given Saturated Unit Weight can be measured.
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