Stress in Concrete in Member without Non-Prestressed Reinforcement Calculator

✖Prestress at Transfer is the prestress force on the section at the transfer stage but after the short-term loss.ⓘ Prestress at Transfer [P_o]			+10% -10%
✖Transformed Area of Concrete is the modified or altered surface of a concrete structure resulting from changes or treatments.ⓘ Transformed Area of Concrete [A_T]			+10% -10%

✖Stress in Concrete Section is the force per unit area of the concrete section considered.ⓘ Stress in Concrete in Member without Non-Prestressed Reinforcement [f_concrete]

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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)
f_concrete = (P_o/A_T)
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

f_concrete = (P_o/A_T) --> (100000/0.001)

Evaluating ... ...

f_concrete = 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 00.004 seconds)

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Home » Engineering » Civil » Structural Engineering » Prestressed Concrete » Analysis of Prestressing and Bending Stresses » At Transfer » Stress in Concrete in Member without Non-Prestressed Reinforcement

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Created by Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

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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)
f_concrete = (P_o/A_T)

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 f_concrete 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 (P_o) & Transformed Area of Concrete (A_T) 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 f_concrete = (P_o/A_T) 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 (P_o) & Transformed Area of Concrete (A_T). 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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