Strain at Selected Level given Average Strain under Tension Formula

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Strain at Selected Level is described as the strain induced in a rectangular zone which were selected. Check FAQs
ε1=εm+Wcr(hCrack-x)(DCC-x)3EsAs(Leff-x)
ε1 - Strain at Selected Level?εm - Average Strain?Wcr - Crack Width?hCrack - Height of Crack?x - Depth of Neutral Axis?DCC - Distance from Compression to Crack Width?Es - Modulus of Elasticity of Steel Reinforcement?As - Area of Reinforcement?Leff - Effective Length?

Strain at Selected Level given Average Strain under Tension Example

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Here is how the Strain at Selected Level given Average Strain under Tension equation looks like with Values.

Here is how the Strain at Selected Level given Average Strain under Tension equation looks like with Units.

Here is how the Strain at Selected Level given Average Strain under Tension equation looks like.

0.0005Edit=0.0005Edit+0.49Edit(12.01Edit-50Edit)(4.5Edit-50Edit)3200000Edit500Edit(50.25Edit-50Edit)
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Strain at Selected Level given Average Strain under Tension Solution

Follow our step by step solution on how to calculate Strain at Selected Level given Average Strain under Tension?

FIRST Step Consider the formula
ε1=εm+Wcr(hCrack-x)(DCC-x)3EsAs(Leff-x)
Next Step Substitute values of Variables
ε1=0.0005+0.49mm(12.01m-50mm)(4.5m-50mm)3200000MPa500mm²(50.25m-50mm)
Next Step Convert Units
ε1=0.0005+0.0005m(12.01m-0.05m)(4.5m-0.05m)32E+11Pa0.0005(50.25m-0.05m)
Next Step Prepare to Evaluate
ε1=0.0005+0.0005(12.01-0.05)(4.5-0.05)32E+110.0005(50.25-0.05)
Next Step Evaluate
ε1=0.000500000001731659
LAST Step Rounding Answer
ε1=0.0005

Strain at Selected Level given Average Strain under Tension Formula Elements

Variables
Strain at Selected Level
Strain at Selected Level is described as the strain induced in a rectangular zone which were selected.
Symbol: ε1
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Average Strain
Average Strain describes the response of a solid to the application of a normal force induced at the selected level.
Symbol: εm
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Crack Width
Crack Width describes the length of the crack in an element.
Symbol: Wcr
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Height of Crack
Height of Crack is the size of a flaw or crack in a material that can lead to catastrophic failure under a given stress.
Symbol: hCrack
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Depth of Neutral Axis
Depth of Neutral Axis is defined as the distance from the top of the section to its neutral axis.
Symbol: x
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Distance from Compression to Crack Width
Distance from Compression to Crack Width can be described as the length from the compression level to the crack width.
Symbol: DCC
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Modulus of Elasticity of Steel Reinforcement
Modulus of Elasticity of Steel Reinforcement is a measure of its stiffness.
Symbol: Es
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Area of Reinforcement
Area of Reinforcement is the area of steel, used in a prestressed section, which is not prestressed or prestressing force is not applied.
Symbol: As
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Effective Length
The Effective Length is the length which resists against buckling.
Symbol: Leff
Measurement: LengthUnit: m
Note: Value should be greater than 0.

Other formulas in Evaluation of Average Strain and Neutral Axis Depth category

​Go Average Strain under Tension
εm=ε1-Wcr(hCrack-x)(DCC-x)3EsAs(Leff-x)
​Go Height of Crack Width at Soffit given Average Strain
hCrack=((ε1-εm)(3EsAs(d-x))Wcr(DCC-x))+x

How to Evaluate Strain at Selected Level given Average Strain under Tension?

Strain at Selected Level given Average Strain under Tension evaluator uses Strain at Selected Level = Average Strain+(Crack Width*(Height of Crack-Depth of Neutral Axis)*(Distance from Compression to Crack Width-Depth of Neutral Axis))/(3*Modulus of Elasticity of Steel Reinforcement*Area of Reinforcement*(Effective Length-Depth of Neutral Axis)) to evaluate the Strain at Selected Level, The Strain at Selected Level given Average Strain under Tension is defined as relative displacement. Initial, definition of strain is simple but at same time is non-unique. Strain at Selected Level is denoted by ε1 symbol.

How to evaluate Strain at Selected Level given Average Strain under Tension using this online evaluator? To use this online evaluator for Strain at Selected Level given Average Strain under Tension, enter Average Strain m), Crack Width (Wcr), Height of Crack (hCrack), Depth of Neutral Axis (x), Distance from Compression to Crack Width (DCC), Modulus of Elasticity of Steel Reinforcement (Es), Area of Reinforcement (As) & Effective Length (Leff) and hit the calculate button.

FAQs on Strain at Selected Level given Average Strain under Tension

What is the formula to find Strain at Selected Level given Average Strain under Tension?
The formula of Strain at Selected Level given Average Strain under Tension is expressed as Strain at Selected Level = Average Strain+(Crack Width*(Height of Crack-Depth of Neutral Axis)*(Distance from Compression to Crack Width-Depth of Neutral Axis))/(3*Modulus of Elasticity of Steel Reinforcement*Area of Reinforcement*(Effective Length-Depth of Neutral Axis)). Here is an example- 0.0005 = 0.0005+(0.00049*(12.01-0.05)*(4.5-0.05))/(3*200000000000*0.0005*(50.25-0.05)).
How to calculate Strain at Selected Level given Average Strain under Tension?
With Average Strain m), Crack Width (Wcr), Height of Crack (hCrack), Depth of Neutral Axis (x), Distance from Compression to Crack Width (DCC), Modulus of Elasticity of Steel Reinforcement (Es), Area of Reinforcement (As) & Effective Length (Leff) we can find Strain at Selected Level given Average Strain under Tension using the formula - Strain at Selected Level = Average Strain+(Crack Width*(Height of Crack-Depth of Neutral Axis)*(Distance from Compression to Crack Width-Depth of Neutral Axis))/(3*Modulus of Elasticity of Steel Reinforcement*Area of Reinforcement*(Effective Length-Depth of Neutral Axis)).
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