Stress in Concrete in Member without Non-Prestressed Reinforcement Solution

STEP 0: Pre-Calculation Summary
Formula Used
Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete)
fconcrete = (Po/AT)
This formula uses 3 Variables
Variables Used
Stress in Concrete Section - (Measured in Pascal) - Stress in Concrete Section is the force per unit area of the concrete section considered.
Prestress at Transfer - (Measured in Newton) - Prestress at Transfer is the prestress force on the section at the transfer stage but after the short-term loss.
Transformed Area of Concrete - (Measured in Square Meter) - Transformed Area of Concrete is the modified or altered surface of a concrete structure resulting from changes or treatments.
STEP 1: Convert Input(s) to Base Unit
Prestress at Transfer: 100 Kilonewton --> 100000 Newton (Check conversion ​here)
Transformed Area of Concrete: 1000 Square Millimeter --> 0.001 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fconcrete = (Po/AT) --> (100000/0.001)
Evaluating ... ...
fconcrete = 100000000
STEP 3: Convert Result to Output's Unit
100000000 Pascal -->100 Megapascal (Check conversion ​here)
FINAL ANSWER
100 Megapascal <-- Stress in Concrete Section
(Calculation completed in 00.020 seconds)

Credits

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Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has created this Calculator and 500+ more calculators!
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Verified by M Naveen
National Institute of Technology (NIT), Warangal
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At Transfer Calculators

Area of Non-Prestressed Reinforcement given Stress in Concrete
​ LaTeX ​ Go Area of Reinforcement = ((Prestress at Transfer/Stress in Concrete Section)+Transformed Area of Concrete)*(Modulus of Elasticity Concrete/Modulus of Elasticity of Steel)
Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement
​ LaTeX ​ Go Transformed Area of Concrete = (Prestress at Transfer/Stress in Concrete Section)
Stress in Concrete in Member without Non-Prestressed Reinforcement
​ LaTeX ​ Go Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete)

Stress in Concrete in Member without Non-Prestressed Reinforcement Formula

​LaTeX ​Go
Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete)
fconcrete = (Po/AT)

What are the Stages of Loading in Prestressed member?

1) Initial: It can be subdivided into two stages.
a) During tensioning of steel
b) At transfer of prestress to concrete.
2) Intermediate: This includes the loads during transportation of the prestressed members.
3) Final: It can be subdivided into two stages.
a) At service, during operation.
b) At ultimate, during extreme events.

How to Calculate Stress in Concrete in Member without Non-Prestressed Reinforcement?

Stress in Concrete in Member without Non-Prestressed Reinforcement calculator uses Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete) to calculate the Stress in Concrete Section, Stress in Concrete in Member without Non-Prestressed Reinforcement is defined as the stress in concrete section when prestress force at transfer stage is considered. Stress in Concrete Section is denoted by fconcrete symbol.

How to calculate Stress in Concrete in Member without Non-Prestressed Reinforcement using this online calculator? To use this online calculator for Stress in Concrete in Member without Non-Prestressed Reinforcement, enter Prestress at Transfer (Po) & Transformed Area of Concrete (AT) and hit the calculate button. Here is how the Stress in Concrete in Member without Non-Prestressed Reinforcement calculation can be explained with given input values -> 0.0001 = (100000/0.001).

FAQ

What is Stress in Concrete in Member without Non-Prestressed Reinforcement?
Stress in Concrete in Member without Non-Prestressed Reinforcement is defined as the stress in concrete section when prestress force at transfer stage is considered and is represented as fconcrete = (Po/AT) or Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete). Prestress at Transfer is the prestress force on the section at the transfer stage but after the short-term loss & Transformed Area of Concrete is the modified or altered surface of a concrete structure resulting from changes or treatments.
How to calculate Stress in Concrete in Member without Non-Prestressed Reinforcement?
Stress in Concrete in Member without Non-Prestressed Reinforcement is defined as the stress in concrete section when prestress force at transfer stage is considered is calculated using Stress in Concrete Section = (Prestress at Transfer/Transformed Area of Concrete). To calculate Stress in Concrete in Member without Non-Prestressed Reinforcement, you need Prestress at Transfer (Po) & Transformed Area of Concrete (AT). With our tool, you need to enter the respective value for Prestress at Transfer & Transformed Area of Concrete and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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