Prestressing Force after Immediate Loss given Initial Prestress Solution

STEP 0: Pre-Calculation Summary
Formula Used
Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress
Po = Pi*APre tension/APretension
This formula uses 4 Variables
Variables Used
Prestressing Force after Loss - (Measured in Kilonewton) - Prestressing Force after Loss is the prestressing force after immediate losses. It is the reduced value of prestressing force after elastic shortening, anchorage slip and loss due to friction.
Initial Prestress Force - (Measured in Kilonewton) - Initial Prestress Force is the force which is applied to the tendons by the jack.
Pre-Tensioned Area of Concrete - (Measured in Square Millimeter) - Pre-Tensioned Area of Concrete is a construction method where steel tendons are stressed before pouring concrete, enhancing structural strength.
Transformed Section Area of Prestress - (Measured in Square Millimeter) - Transformed Section Area of Prestress is the area of the member when steel is substituted by an equivalent area of concrete.
STEP 1: Convert Input(s) to Base Unit
Initial Prestress Force: 435 Kilonewton --> 435 Kilonewton No Conversion Required
Pre-Tensioned Area of Concrete: 12 Square Millimeter --> 12 Square Millimeter No Conversion Required
Transformed Section Area of Prestress: 0.025 Square Millimeter --> 0.025 Square Millimeter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Po = Pi*APre tension/APretension --> 435*12/0.025
Evaluating ... ...
Po = 208800
STEP 3: Convert Result to Output's Unit
208800000 Newton -->208800 Kilonewton (Check conversion here)
FINAL ANSWER
208800 Kilonewton <-- Prestressing Force after Loss
(Calculation completed in 00.004 seconds)

Credits

Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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9 Pre-Tensioned Members Calculators

Prestressing Force after Immediate Loss given Initial Prestress
Go Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress
Initial Prestress given Prestress after Immediate Loss
Go Initial Prestress Force = Prestressing Force after Loss*Transformed Section Area of Prestress/Pre-Tensioned Area of Concrete
Prestress Drop given Pressure after Immediate Loss
Go Drop in Prestress = (Prestressing Force after Loss/Pre-Tensioned Area of Concrete)*Modular Ratio for Elastic Shortening
Transformed Area of Prestress Member for Known Pressure Drop
Go Transformed Section Area of Prestress = Modular Ratio for Elastic Shortening*Initial Prestress Force/Drop in Prestress
Prestress Drop given Initial Prestress Force
Go Drop in Prestress = Initial Prestress Force*Modular Ratio for Elastic Shortening/Transformed Section Area of Prestress
Modular Ratio given Prestress after Immediate Loss
Go Modular Ratio for Elastic Shortening = Drop in Prestress*Pre-Tensioned Area of Concrete/Prestressing Force after Loss
Residual Strain in Steel for Known Strain due to Elastic Shortening
Go Residual Strain = Initial Strain-Concrete Strain
Initial Strain in Steel for Known Strain due to Elastic Shortening
Go Initial Strain = Concrete Strain+Residual Strain
Strain in Concrete due to Elastic Shortening
Go Concrete Strain = Initial Strain-Residual Strain

Prestressing Force after Immediate Loss given Initial Prestress Formula

Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress
Po = Pi*APre tension/APretension

What are the stages of Loading in Prestressing process?

Stages of Loading The analysis of prestressed members can be different for the different stages of loading. The stages of loading are as follows.
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 Prestressing Force after Immediate Loss given Initial Prestress?

Prestressing Force after Immediate Loss given Initial Prestress calculator uses Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress to calculate the Prestressing Force after Loss, The Prestressing Force after Immediate Loss given Initial Prestress is defined as the relation between initial prestressing force on section and force immediately after stress loss. Prestressing Force after Loss is denoted by Po symbol.

How to calculate Prestressing Force after Immediate Loss given Initial Prestress using this online calculator? To use this online calculator for Prestressing Force after Immediate Loss given Initial Prestress, enter Initial Prestress Force (Pi), Pre-Tensioned Area of Concrete (APre tension) & Transformed Section Area of Prestress (APretension) and hit the calculate button. Here is how the Prestressing Force after Immediate Loss given Initial Prestress calculation can be explained with given input values -> 96 = 435000*1.2E-05/2.5E-08.

FAQ

What is Prestressing Force after Immediate Loss given Initial Prestress?
The Prestressing Force after Immediate Loss given Initial Prestress is defined as the relation between initial prestressing force on section and force immediately after stress loss and is represented as Po = Pi*APre tension/APretension or Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress. Initial Prestress Force is the force which is applied to the tendons by the jack, Pre-Tensioned Area of Concrete is a construction method where steel tendons are stressed before pouring concrete, enhancing structural strength & Transformed Section Area of Prestress is the area of the member when steel is substituted by an equivalent area of concrete.
How to calculate Prestressing Force after Immediate Loss given Initial Prestress?
The Prestressing Force after Immediate Loss given Initial Prestress is defined as the relation between initial prestressing force on section and force immediately after stress loss is calculated using Prestressing Force after Loss = Initial Prestress Force*Pre-Tensioned Area of Concrete/Transformed Section Area of Prestress. To calculate Prestressing Force after Immediate Loss given Initial Prestress, you need Initial Prestress Force (Pi), Pre-Tensioned Area of Concrete (APre tension) & Transformed Section Area of Prestress (APretension). With our tool, you need to enter the respective value for Initial Prestress Force, Pre-Tensioned Area of Concrete & Transformed Section Area of Prestress 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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