Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section Formula

Fx Copy
LaTeX Copy
Area of Prestressing Steel is the total cross sectional area of tendons. Check FAQs
As=(At-AT-(EsEc)As)(EcEP)
As - Area of Prestressing Steel?At - Transformed Area of Prestressed Member?AT - Transformed Area of Concrete?Es - Modulus of Elasticity of Steel?Ec - Modulus of Elasticity of Concrete?As - Area of Reinforcement?EP - Modulus of Elasticity of Prestressing Steel?

Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section Example

With values
With units
Only example

Here is how the Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section equation looks like with Values.

Here is how the Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section equation looks like with Units.

Here is how the Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section equation looks like.

20Edit=(4500.14Edit-1000Edit-(210000Edit30000Edit)500Edit)(30000Edit210Edit)
You are here -

Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section Solution

Follow our step by step solution on how to calculate Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section?

FIRST Step Consider the formula
As=(At-AT-(EsEc)As)(EcEP)
Next Step Substitute values of Variables
As=(4500.14mm²-1000mm²-(210000MPa30000MPa)500mm²)(30000MPa210MPa)
Next Step Convert Units
As=(0.0045-0.001-(2.1E+11Pa3E+10Pa)0.0005)(3E+10Pa2.1E+8Pa)
Next Step Prepare to Evaluate
As=(0.0045-0.001-(2.1E+113E+10)0.0005)(3E+102.1E+8)
Next Step Evaluate
As=1.99999999999432E-05
Next Step Convert to Output's Unit
As=19.9999999999432mm²
LAST Step Rounding Answer
As=20mm²

Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section Formula Elements

Variables
Area of Prestressing Steel
Area of Prestressing Steel is the total cross sectional area of tendons.
Symbol: As
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Transformed Area of Prestressed Member
The Transformed Area of Prestressed Member is the area of the member when steel is substituted by an equivalent area of concrete.
Symbol: At
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Transformed Area of Concrete
Transformed Area of Concrete is the modified or altered surface of a concrete structure resulting from changes or treatments.
Symbol: AT
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Modulus of Elasticity of Steel
The Modulus of Elasticity of Steel is a characteristic that assesses steel's resistance to deformation under load. It is the ratio of stress to strain.
Symbol: Es
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Modulus of Elasticity of Concrete
The modulus of elasticity of concrete is a characteristic that assesses concrete resistance to deformation under load. It is the ratio of stress to strain.
Symbol: Ec
Measurement: StressUnit: 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.
Modulus of Elasticity of Prestressing Steel
The modulus of elasticity of prestressing steel is a characteristic that assesses prestressing steel's resistance to deformation under load. It is the ratio of stress to strain.
Symbol: EP
Measurement: StressUnit: MPa
Note: Value should be greater than 0.

Other formulas in Geometrics Properties category

​Go Transformed Area of Partially Prestressed Members
At=AT+(EsEc)As+(EPEc)As
​Go Area of Non-Prestressed Reinforcement in Partially Prestressed Members
As=(At-AT-(EPEc)As)(EcEs)

How to Evaluate Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section?

Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section evaluator uses Area of Prestressing Steel = (Transformed Area of Prestressed Member-Transformed Area of Concrete-(Modulus of Elasticity of Steel/Modulus of Elasticity of Concrete)*Area of Reinforcement)*(Modulus of Elasticity of Concrete/Modulus of Elasticity of Prestressing Steel) to evaluate the Area of Prestressing Steel, The Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section is defined as the area of prestressing tendons used in partially prestressed members. Area of Prestressing Steel is denoted by As symbol.

How to evaluate Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section using this online evaluator? To use this online evaluator for Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section, enter Transformed Area of Prestressed Member (At), Transformed Area of Concrete (AT), Modulus of Elasticity of Steel (Es), Modulus of Elasticity of Concrete (Ec), Area of Reinforcement (As) & Modulus of Elasticity of Prestressing Steel (EP) and hit the calculate button.

FAQs on Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section

What is the formula to find Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section?
The formula of Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section is expressed as Area of Prestressing Steel = (Transformed Area of Prestressed Member-Transformed Area of Concrete-(Modulus of Elasticity of Steel/Modulus of Elasticity of Concrete)*Area of Reinforcement)*(Modulus of Elasticity of Concrete/Modulus of Elasticity of Prestressing Steel). Here is an example- 2E+7 = (0.00450014-0.001-(210000000000/30000000000)*0.0005)*(30000000000/210000000).
How to calculate Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section?
With Transformed Area of Prestressed Member (At), Transformed Area of Concrete (AT), Modulus of Elasticity of Steel (Es), Modulus of Elasticity of Concrete (Ec), Area of Reinforcement (As) & Modulus of Elasticity of Prestressing Steel (EP) we can find Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section using the formula - Area of Prestressing Steel = (Transformed Area of Prestressed Member-Transformed Area of Concrete-(Modulus of Elasticity of Steel/Modulus of Elasticity of Concrete)*Area of Reinforcement)*(Modulus of Elasticity of Concrete/Modulus of Elasticity of Prestressing Steel).
Can the Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section be negative?
No, the Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section, measured in Area cannot be negative.
Which unit is used to measure Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section?
Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section is usually measured using the Square Millimeter[mm²] for Area. Square Meter[mm²], Square Kilometer[mm²], Square Centimeter[mm²] are the few other units in which Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section can be measured.
Copied!