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## Credits

National Institute of Technology (NIT), Warangal
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## Tension Force(Ts) for a Prestressed Section Solution

STEP 0: Pre-Calculation Summary
Formula Used
tension_force = Area of non prestressed steel*non prestressed youngs modulus*strain in the longitudinal reinforcement
Nu = As*Εs*εs
This formula uses 3 Variables
Variables Used
Area of non prestressed steel - Area of non prestressed steel is described as the the area of steel when the prestess is not applied (Measured in Square Meter)
non prestressed youngs modulus - non prestressed youngs modulus is defined as the modulus of elasticity of non prestressed. (Measured in Kilogram per Centimeter³)
strain in the longitudinal reinforcement- strain in the longitudinal reinforcement is respresented as the induced strain in the reinforcement in the vertical direction.
STEP 1: Convert Input(s) to Base Unit
Area of non prestressed steel: 50 Square Meter --> 50 Square Meter No Conversion Required
non prestressed youngs modulus: 50 Kilogram per Centimeter³ --> 50000000 Kilogram per Meter³ (Check conversion here)
strain in the longitudinal reinforcement: 10 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Nu = As*Εs*εs --> 50*50000000*10
Evaluating ... ...
Nu = 25000000000
STEP 3: Convert Result to Output's Unit
25000000000 Newton --> No Conversion Required
FINAL ANSWER
25000000000 Newton <-- Tension force
(Calculation completed in 00.016 seconds)

## < 10+ Calculations of Deflection and Crack Width Calculators

Deflection Due to Prestressing for a Parabolic Tendon
deflection = (5/384)*((upward thrust*Span length^4)/ (Young's Modulus*Moment of Inertia)) Go
Moment of Inertia(I) when Deflection Due to Prestressing for a Parabolic Tendon is given
moment_of_inertia = (5/384)*((upward thrust*Span length^4)/(Young's Modulus*Deflection)) Go
Length of Span when Deflection Due to Prestressing for a Parabolic Tendon is given
span_length = ((Deflection*384*Young's Modulus*Moment of Inertia)/(5*upward thrust))^(1/4) Go
Young's Modulus when Deflection Due to Prestressing for a Parabolic Tendon is given
youngs_modulus = (5/384)*((upward thrust*Span length^4)/(Deflection*Moment of Inertia)) Go
Length of Span when Deflection Due to Prestressing for a Singly Harped Tendon is given
span_length = ((Deflection*48*Young's Modulus*Moment of Inertia)/Thrust force)^(1/3) Go
Uplift Thrust when Deflection Due to Prestressing for a Parabolic Tendon
upward_thrust = (Deflection*384*Young's Modulus*Moment of Inertia)/(5*Span length^4) Go
Deflection Due to Prestressing for a Singly Harped Tendon
deflection = (Thrust force*Span length^3)/(48*Young's Modulus*Moment of Inertia) Go
Uplift Thrust when Deflection Due to Prestressing for a Singly Harped Tendon is given
thrust_force = (Deflection*48*Young's Modulus*Moment of Inertia)/Span length^3 Go
Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given
flexural_rigidity = (5/384)*((upward thrust*Span length^4)/Deflection) Go
Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given
flexural_rigidity = (Thrust force*Span length^3)/(48*Deflection) Go

### Tension Force(Ts) for a Prestressed Section Formula

tension_force = Area of non prestressed steel*non prestressed youngs modulus*strain in the longitudinal reinforcement
Nu = As*Εs*εs

## What does Youngs modulus mean?

Youngs modulus is a a measure of elasticity, equal to the ratio of the stress acting on a substance to the strain produced.

## How to Calculate Tension Force(Ts) for a Prestressed Section?

Tension Force(Ts) for a Prestressed Section calculator uses tension_force = Area of non prestressed steel*non prestressed youngs modulus*strain in the longitudinal reinforcement to calculate the Tension force, The Tension Force(Ts) for a Prestressed Section is defined as the force that is transmitted through a rope, string or wire when pulled by forces acting from opposite sides. Tension force and is denoted by Nu symbol.

How to calculate Tension Force(Ts) for a Prestressed Section using this online calculator? To use this online calculator for Tension Force(Ts) for a Prestressed Section, enter Area of non prestressed steel (As), non prestressed youngs modulus (Εs) and strain in the longitudinal reinforcement (εs) and hit the calculate button. Here is how the Tension Force(Ts) for a Prestressed Section calculation can be explained with given input values -> 2.500E+10 = 50*50000000*10.

### FAQ

What is Tension Force(Ts) for a Prestressed Section?
The Tension Force(Ts) for a Prestressed Section is defined as the force that is transmitted through a rope, string or wire when pulled by forces acting from opposite sides and is represented as Nu = As*Εs*εs or tension_force = Area of non prestressed steel*non prestressed youngs modulus*strain in the longitudinal reinforcement. Area of non prestressed steel is described as the the area of steel when the prestess is not applied, non prestressed youngs modulus is defined as the modulus of elasticity of non prestressed and strain in the longitudinal reinforcement is respresented as the induced strain in the reinforcement in the vertical direction.
How to calculate Tension Force(Ts) for a Prestressed Section?
The Tension Force(Ts) for a Prestressed Section is defined as the force that is transmitted through a rope, string or wire when pulled by forces acting from opposite sides is calculated using tension_force = Area of non prestressed steel*non prestressed youngs modulus*strain in the longitudinal reinforcement. To calculate Tension Force(Ts) for a Prestressed Section, you need Area of non prestressed steel (As), non prestressed youngs modulus (Εs) and strain in the longitudinal reinforcement (εs). With our tool, you need to enter the respective value for Area of non prestressed steel, non prestressed youngs modulus and strain in the longitudinal reinforcement 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 Tension force?
In this formula, Tension force uses Area of non prestressed steel, non prestressed youngs modulus and strain in the longitudinal reinforcement. We can use 10 other way(s) to calculate the same, which is/are as follows -
• deflection = (5/384)*((upward thrust*Span length^4)/ (Young's Modulus*Moment of Inertia))
• upward_thrust = (Deflection*384*Young's Modulus*Moment of Inertia)/(5*Span length^4)
• flexural_rigidity = (5/384)*((upward thrust*Span length^4)/Deflection)
• span_length = ((Deflection*384*Young's Modulus*Moment of Inertia)/(5*upward thrust))^(1/4)
• youngs_modulus = (5/384)*((upward thrust*Span length^4)/(Deflection*Moment of Inertia))
• moment_of_inertia = (5/384)*((upward thrust*Span length^4)/(Young's Modulus*Deflection))
• deflection = (Thrust force*Span length^3)/(48*Young's Modulus*Moment of Inertia)
• thrust_force = (Deflection*48*Young's Modulus*Moment of Inertia)/Span length^3
• flexural_rigidity = (Thrust force*Span length^3)/(48*Deflection)
• span_length = ((Deflection*48*Young's Modulus*Moment of Inertia)/Thrust force)^(1/3)
Where is the Tension Force(Ts) for a Prestressed Section calculator used?
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