Unit Stress in Compressive Reinforcing Steel Formula

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Unit Stress in Compressive Reinforcing Steel is the total force acting on the unit area of the body. Check FAQs
fsc=2nBMcscIA
fsc - Unit Stress in Compressive Reinforcing Steel?n - Elasticity Ratio of Steel to Concrete?BM - Bending Moment of Considered Section?csc - Distance Neutral to Compressive Reinforcing Steel?IA - Moment of Inertia of Beam?

Unit Stress in Compressive Reinforcing Steel Example

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With units
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Here is how the Unit Stress in Compressive Reinforcing Steel equation looks like with Values.

Here is how the Unit Stress in Compressive Reinforcing Steel equation looks like with Units.

Here is how the Unit Stress in Compressive Reinforcing Steel equation looks like.

8.4891Edit=20.34Edit49.5Edit25.22Edit1E+8Edit
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Unit Stress in Compressive Reinforcing Steel Solution

Follow our step by step solution on how to calculate Unit Stress in Compressive Reinforcing Steel?

FIRST Step Consider the formula
fsc=2nBMcscIA
Next Step Substitute values of Variables
fsc=20.3449.5kN*m25.22mm1E+8mm⁴
Next Step Convert Units
fsc=20.3449500N*m0.0252m0.0001m⁴
Next Step Prepare to Evaluate
fsc=20.34495000.02520.0001
Next Step Evaluate
fsc=8489052Pa
Next Step Convert to Output's Unit
fsc=8.489052MPa
LAST Step Rounding Answer
fsc=8.4891MPa

Unit Stress in Compressive Reinforcing Steel Formula Elements

Variables
Unit Stress in Compressive Reinforcing Steel
Unit Stress in Compressive Reinforcing Steel is the total force acting on the unit area of the body.
Symbol: fsc
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Elasticity Ratio of Steel to Concrete
Elasticity Ratio of Steel to Concrete is the ratio of the Modulus of elasticity of steel to the modulus of elasticity of concrete.
Symbol: n
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Bending Moment of Considered Section
Bending Moment of Considered Section is defined as the sum of moment of all forces acting on one side of the beam or section.
Symbol: BM
Measurement: Moment of ForceUnit: kN*m
Note: Value should be greater than 0.
Distance Neutral to Compressive Reinforcing Steel
Distance Neutral to Compressive Reinforcing Steel is the length in between the neutral axis and the compressive reinforcing steel.
Symbol: csc
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Moment of Inertia of Beam
Moment of Inertia of Beam is a moment about the centroidal axis without considering mass.
Symbol: IA
Measurement: Second Moment of AreaUnit: mm⁴
Note: Value should be greater than 0.

Other formulas in Check for Stress in Beams category

​Go Moment of Inertia of Transformed Beam Section
ITB=(0.5b(Kd2))+2(mElastic-1)As'(csc2)+mElastic(cs2)A
​Go Distance from Neutral Axis to Tensile Reinforcing Steel
cs=funit stressIAnBM
​Go Unit Stress in Tensile Reinforcing Steel
funit stress=nBMcsIA
​Go Total Bending Moment given Unit Stress in Tensile Reinforcing Steel
MbR=funit stressIAncs

How to Evaluate Unit Stress in Compressive Reinforcing Steel?

Unit Stress in Compressive Reinforcing Steel evaluator uses Unit Stress in Compressive Reinforcing Steel = 2*Elasticity Ratio of Steel to Concrete*Bending Moment of Considered Section*Distance Neutral to Compressive Reinforcing Steel/Moment of Inertia of Beam to evaluate the Unit Stress in Compressive Reinforcing Steel, The Unit Stress in Compressive Reinforcing Steel formula is defined as the total force acting on the unit area of the body. Unit Stress in Compressive Reinforcing Steel is denoted by fsc symbol.

How to evaluate Unit Stress in Compressive Reinforcing Steel using this online evaluator? To use this online evaluator for Unit Stress in Compressive Reinforcing Steel, enter Elasticity Ratio of Steel to Concrete (n), Bending Moment of Considered Section (BM), Distance Neutral to Compressive Reinforcing Steel (csc) & Moment of Inertia of Beam (IA) and hit the calculate button.

FAQs on Unit Stress in Compressive Reinforcing Steel

What is the formula to find Unit Stress in Compressive Reinforcing Steel?
The formula of Unit Stress in Compressive Reinforcing Steel is expressed as Unit Stress in Compressive Reinforcing Steel = 2*Elasticity Ratio of Steel to Concrete*Bending Moment of Considered Section*Distance Neutral to Compressive Reinforcing Steel/Moment of Inertia of Beam. Here is an example- 8.5E-6 = 2*0.34*49500*0.02522/0.0001.
How to calculate Unit Stress in Compressive Reinforcing Steel?
With Elasticity Ratio of Steel to Concrete (n), Bending Moment of Considered Section (BM), Distance Neutral to Compressive Reinforcing Steel (csc) & Moment of Inertia of Beam (IA) we can find Unit Stress in Compressive Reinforcing Steel using the formula - Unit Stress in Compressive Reinforcing Steel = 2*Elasticity Ratio of Steel to Concrete*Bending Moment of Considered Section*Distance Neutral to Compressive Reinforcing Steel/Moment of Inertia of Beam.
Can the Unit Stress in Compressive Reinforcing Steel be negative?
No, the Unit Stress in Compressive Reinforcing Steel, measured in Pressure cannot be negative.
Which unit is used to measure Unit Stress in Compressive Reinforcing Steel?
Unit Stress in Compressive Reinforcing Steel is usually measured using the Megapascal[MPa] for Pressure. Pascal[MPa], Kilopascal[MPa], Bar[MPa] are the few other units in which Unit Stress in Compressive Reinforcing Steel can be measured.
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