Change in Eccentricity of Tendon A due to Parabolic Shape Solution

STEP 0: Pre-Calculation Summary
Formula Used
Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A
ΔeA = eA2-eA1
This formula uses 3 Variables
Variables Used
Change in Eccentricity at A - (Measured in Meter) - Change in Eccentricity at A is the value for eccentricity considering the end and mid span of parabolic tendon. Here, the value above is for tendon A.
Eccentricity at Midspan for A - (Measured in Meter) - Eccentricity at Midspan for A is the distance of tendon from the CG of section at the midspan.
Eccentricity at End for A - (Measured in Meter) - Eccentricity at End for A is the distance by which the tendon is eccentrically placed from CG of the section at the ends.
STEP 1: Convert Input(s) to Base Unit
Eccentricity at Midspan for A: 20.001 Millimeter --> 0.020001 Meter (Check conversion ​here)
Eccentricity at End for A: 10.02 Millimeter --> 0.01002 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
ΔeA = eA2-eA1 --> 0.020001-0.01002
Evaluating ... ...
ΔeA = 0.009981
STEP 3: Convert Result to Output's Unit
0.009981 Meter -->9.981 Millimeter (Check conversion ​here)
FINAL ANSWER
9.981 Millimeter <-- Change in Eccentricity at A
(Calculation completed in 00.004 seconds)

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Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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National Institute of Technology Karnataka (NITK), Surathkal
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13 Post-Tensioned Members Calculators

Variation of Eccentricity on Tendon A
​ Go Eccentricity Variation of Tendon A = Eccentricity at End for A+(4*Change in Eccentricity at A*Distance from Left End/Length of Beam in Prestress)*(1-(Distance from Left End/Length of Beam in Prestress))
Variation of Eccentricity of Tendon B
​ Go Eccentricity Variation of Tendon B = Eccentricity at End for B+(4*Change in Eccentricity B*Distance from Left End/Length of Beam in Prestress)*(1-(Distance from Left End/Length of Beam in Prestress))
Prestress Drop given Stress in concrete at Same Level due to Prestressing Force
​ Go Prestress Drop = Modulus of Elasticity of Steel Reinforcement*Stress in Concrete Section/Modulus of Elasticity Concrete
Prestress Drop given Strain due to Bending and Compression in Two Parabolic Tendons
​ Go Prestress Drop = Modulus of Elasticity of Steel Reinforcement*(Strain due to Compression+Strain due to Bending)
Area of Concrete Section given Prestress Drop
​ Go Concrete Occupied Area = Modular Ratio for Elastic Shortening*Prestress Force/(Prestress Drop)
Average Stress for Parabolic Tendons
​ Go Average Stress = Stress at End+2/3*(Stress at Midspan-Stress at End)
Change in Eccentricity of Tendon A due to Parabolic Shape
​ Go Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A
Stress in Concrete given Prestress Drop
​ Go Stress in Concrete Section = Prestress Drop/Modular Ratio for Elastic Shortening
Prestress Drop given Modular Ratio
​ Go Prestress Drop = Modular Ratio for Elastic Shortening*Stress in Concrete Section
Component of Strain at Level of First Tendon due to Bending
​ Go Strain due to Bending = Change in Length Dimension/Length of Beam in Prestress
Change in Eccentricity of Tendon B due to Parabolic Shape
​ Go Change in Eccentricity B = Eccentricity at Midspan B-Eccentricity at End for B
Prestress Drop
​ Go Prestress Drop = Modulus of Elasticity of Steel Reinforcement*Change in Strain
Prestress Drop when Two parabolic Tendons are Incorporated
​ Go Prestress Drop = Modulus of Elasticity of Steel Reinforcement*Concrete Strain

Change in Eccentricity of Tendon A due to Parabolic Shape Formula

Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A
ΔeA = eA2-eA1

Distinguish between Concentric and Eccentric Prestressing?

The concentric or axial prestressing members in which the entire cross section of concrete has a uniform compressive prestress. In this type the centroid of the tendon coincides with that of the concrete section. Where as in eccentric prestressing is a section at which the tendons are eccentric to the centroid, resulting in a triangular or trapezoidal compressive stress distribution.

How to Calculate Change in Eccentricity of Tendon A due to Parabolic Shape?

Change in Eccentricity of Tendon A due to Parabolic Shape calculator uses Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A to calculate the Change in Eccentricity at A, The Change in Eccentricity of Tendon A due to Parabolic Shape is defined as the value for the eccentricity of parabolic tendon A, when eccentricity at center and ends are both considered. Change in Eccentricity at A is denoted by ΔeA symbol.

How to calculate Change in Eccentricity of Tendon A due to Parabolic Shape using this online calculator? To use this online calculator for Change in Eccentricity of Tendon A due to Parabolic Shape, enter Eccentricity at Midspan for A (eA2) & Eccentricity at End for A (eA1) and hit the calculate button. Here is how the Change in Eccentricity of Tendon A due to Parabolic Shape calculation can be explained with given input values -> 9990 = 0.020001-0.01002.

FAQ

What is Change in Eccentricity of Tendon A due to Parabolic Shape?
The Change in Eccentricity of Tendon A due to Parabolic Shape is defined as the value for the eccentricity of parabolic tendon A, when eccentricity at center and ends are both considered and is represented as ΔeA = eA2-eA1 or Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A. Eccentricity at Midspan for A is the distance of tendon from the CG of section at the midspan & Eccentricity at End for A is the distance by which the tendon is eccentrically placed from CG of the section at the ends.
How to calculate Change in Eccentricity of Tendon A due to Parabolic Shape?
The Change in Eccentricity of Tendon A due to Parabolic Shape is defined as the value for the eccentricity of parabolic tendon A, when eccentricity at center and ends are both considered is calculated using Change in Eccentricity at A = Eccentricity at Midspan for A-Eccentricity at End for A. To calculate Change in Eccentricity of Tendon A due to Parabolic Shape, you need Eccentricity at Midspan for A (eA2) & Eccentricity at End for A (eA1). With our tool, you need to enter the respective value for Eccentricity at Midspan for A & Eccentricity at End for A 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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