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Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given Solution

STEP 0: Pre-Calculation Summary
Formula Used
area_of_non_prestressed_steel = Tension force/(non prestressed youngs modulus*strain in the longitudinal reinforcement)
As = Nu/(Εs*εs)
This formula uses 3 Variables
Variables Used
Tension force - Tension force is a pulling force transmitted axially from the member. (Measured in Newton)
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
Tension force: 5 Newton --> 5 Newton 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
As = Nu/(Εs*εs) --> 5/(50000000*10)
Evaluating ... ...
As = 1E-08
STEP 3: Convert Result to Output's Unit
1E-08 Square Meter --> No Conversion Required
1E-08 Square Meter <-- Area of non prestressed steel
(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

Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given Formula

area_of_non_prestressed_steel = Tension force/(non prestressed youngs modulus*strain in the longitudinal reinforcement)
As = Nu/(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 Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given?

Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given calculator uses area_of_non_prestressed_steel = Tension force/(non prestressed youngs modulus*strain in the longitudinal reinforcement) to calculate the Area of non prestressed steel, The Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given can be defined as the Area of the steel when prestress is not initiated. Area of non prestressed steel and is denoted by As symbol.

How to calculate Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given using this online calculator? To use this online calculator for Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given, enter Tension force (Nu), non prestressed youngs modulus (Εs) and strain in the longitudinal reinforcement (εs) and hit the calculate button. Here is how the Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given calculation can be explained with given input values -> 1.000E-8 = 5/(50000000*10).

FAQ

What is Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given?
The Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given can be defined as the Area of the steel when prestress is not initiated and is represented as As = Nu/(Εs*εs) or area_of_non_prestressed_steel = Tension force/(non prestressed youngs modulus*strain in the longitudinal reinforcement). Tension force is a pulling force transmitted axially from the member, 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 Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given?
The Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given can be defined as the Area of the steel when prestress is not initiated is calculated using area_of_non_prestressed_steel = Tension force/(non prestressed youngs modulus*strain in the longitudinal reinforcement). To calculate Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given, you need Tension force (Nu), non prestressed youngs modulus (Εs) and strain in the longitudinal reinforcement (εs). With our tool, you need to enter the respective value for Tension force, 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 Area of non prestressed steel?
In this formula, Area of non prestressed steel uses Tension force, 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 Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given calculator used?
Among many, Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given calculator is widely used in real life applications like {FormulaUses}. Here are few more real life examples -
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