Resulting Stress due to Moment and Prestressing Force Solution

STEP 0: Pre-Calculation Summary
Formula Used
Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section)
σc = F/A+(Mb*y/Ia)
This formula uses 6 Variables
Variables Used
Compressive Stress in Prestress - (Measured in Pascal) - Compressive Stress in Prestress is the force that is responsible for the deformation of the material such that the volume of the material reduces.
Prestressing Force - (Measured in Kilonewton) - Prestressing Force is the force internally applied to the prestressed concrete section.
Area of Beam Section - (Measured in Square Millimeter) - Area of Beam Section here refers to the area of cross section of the concrete section where the prestressing force was applied.
Bending Moment in Prestress - (Measured in Kilonewton Meter) - The Bending Moment in Prestress is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend.
Distance from Centroidal Axis - (Measured in Meter) - Distance from Centroidal Axis defines the distance from the extreme fiber of the concrete section to centroidal axis of the section.
Moment of Inertia of Section - (Measured in Millimeter⁴) - Moment of Inertia of section is defined as a property of a two-dimensional plane shape that characterizes its deflection under loading.
STEP 1: Convert Input(s) to Base Unit
Prestressing Force: 400 Kilonewton --> 400 Kilonewton No Conversion Required
Area of Beam Section: 200 Square Millimeter --> 200 Square Millimeter No Conversion Required
Bending Moment in Prestress: 4 Kilonewton Meter --> 4 Kilonewton Meter No Conversion Required
Distance from Centroidal Axis: 30 Millimeter --> 0.03 Meter (Check conversion here)
Moment of Inertia of Section: 720000 Millimeter⁴ --> 720000 Millimeter⁴ No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
σc = F/A+(Mb*y/Ia) --> 400/200+(4*0.03/720000)
Evaluating ... ...
σc = 2.00000016666667
STEP 3: Convert Result to Output's Unit
2.00000016666667 Pascal --> No Conversion Required
FINAL ANSWER
2.00000016666667 2 Pascal <-- Compressive Stress in Prestress
(Calculation completed in 00.020 seconds)

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NSS College of Engineering (NSSCE), Palakkad
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12 General Principles of Prestressed Concrete Calculators

Resulting Stress due to Moment and Prestress and Eccentric Strands
Go Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(External Moment*Distance from Centroidal Axis/Moment of Inertia of Section)+(Prestressing Force*Distance from Centroidal Geometric Axis*Distance from Centroidal Axis/Moment of Inertia of Section)
Resulting Stress due to Moment and Prestressing Force
Go Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section)
Stress due to Prestress Moment
Go Bending Stress in Section = Prestressing Force*Distance from Centroidal Geometric Axis*Distance from Centroidal Axis/Moment of Inertia of Section
Compressive Stress due to External Moment
Go Bending Stress in Section = Bending Moment in Prestress*(Distance from Centroidal Axis/Moment of Inertia of Section)
Length of Span given Uniform Load
Go Span Length = sqrt(8*Sag Length of Cable*Prestressing Force/Uniform Load)
External Moment with Known Compressive Stress
Go External Moment = Bending Stress in Section*Moment of Inertia of Section/Distance from Centroidal Axis
Prestressing Force given Uniform Load
Go Prestressing Force = Uniform Load*Span Length^2/(8*Sag Length of Cable)
Sag of Parabola given Uniform Load
Go Sag Length of Cable = Uniform Load*Span Length^2/(8*Prestressing Force)
Upward Uniform Load using Load Balancing Method
Go Uniform Load = 8*Prestressing Force*Sag Length of Cable/Span Length^2
Cross Sectional Area given Compressive Stress
Go Area of Beam Section = Prestressing Force/Compressive Stress in Prestress
Uniform Compressive Stress due to Prestress
Go Compressive Stress in Prestress = Prestressing Force/Area of Beam Section
Prestressing Force given Compressive Stress
Go Prestressing Force = Area of Beam Section*Compressive Stress in Prestress

Resulting Stress due to Moment and Prestressing Force Formula

Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section)
σc = F/A+(Mb*y/Ia)

What is Unbonded Post Tensioning?

Unbonded post-tensioning differs from bonded post-tensioning by allowing the tendons permanent freedom of longitudinal movement relative to the concrete. This is most commonly achieved by encasing each individual tendon element within a plastic sheathing filled with a corrosion-inhibiting grease, usually lithium based. Anchorages at each end of the tendon transfer the tensioning force to the concrete, and are required to reliably perform this role for the life of the structure.

How to Calculate Resulting Stress due to Moment and Prestressing Force?

Resulting Stress due to Moment and Prestressing Force calculator uses Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section) to calculate the Compressive Stress in Prestress, The Resulting Stress due to Moment and Prestressing Force is defined as the combined effect of both axial load and flexural loading on the section. the moment can be clockwise or anticlockwise and hence used with proper sign convention. Compressive Stress in Prestress is denoted by σc symbol.

How to calculate Resulting Stress due to Moment and Prestressing Force using this online calculator? To use this online calculator for Resulting Stress due to Moment and Prestressing Force, enter Prestressing Force (F), Area of Beam Section (A), Bending Moment in Prestress (Mb), Distance from Centroidal Axis (y) & Moment of Inertia of Section (Ia) and hit the calculate button. Here is how the Resulting Stress due to Moment and Prestressing Force calculation can be explained with given input values -> 2 = 400000/0.0002+(4000*0.03/7.2E-07).

FAQ

What is Resulting Stress due to Moment and Prestressing Force?
The Resulting Stress due to Moment and Prestressing Force is defined as the combined effect of both axial load and flexural loading on the section. the moment can be clockwise or anticlockwise and hence used with proper sign convention and is represented as σc = F/A+(Mb*y/Ia) or Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section). Prestressing Force is the force internally applied to the prestressed concrete section, Area of Beam Section here refers to the area of cross section of the concrete section where the prestressing force was applied, The Bending Moment in Prestress is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend, Distance from Centroidal Axis defines the distance from the extreme fiber of the concrete section to centroidal axis of the section & Moment of Inertia of section is defined as a property of a two-dimensional plane shape that characterizes its deflection under loading.
How to calculate Resulting Stress due to Moment and Prestressing Force?
The Resulting Stress due to Moment and Prestressing Force is defined as the combined effect of both axial load and flexural loading on the section. the moment can be clockwise or anticlockwise and hence used with proper sign convention is calculated using Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(Bending Moment in Prestress*Distance from Centroidal Axis/Moment of Inertia of Section). To calculate Resulting Stress due to Moment and Prestressing Force, you need Prestressing Force (F), Area of Beam Section (A), Bending Moment in Prestress (Mb), Distance from Centroidal Axis (y) & Moment of Inertia of Section (Ia). With our tool, you need to enter the respective value for Prestressing Force, Area of Beam Section, Bending Moment in Prestress, Distance from Centroidal Axis & Moment of Inertia of Section 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 Compressive Stress in Prestress?
In this formula, Compressive Stress in Prestress uses Prestressing Force, Area of Beam Section, Bending Moment in Prestress, Distance from Centroidal Axis & Moment of Inertia of Section. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Compressive Stress in Prestress = Prestressing Force/Area of Beam Section
  • Compressive Stress in Prestress = Prestressing Force/Area of Beam Section+(External Moment*Distance from Centroidal Axis/Moment of Inertia of Section)+(Prestressing Force*Distance from Centroidal Geometric Axis*Distance from Centroidal Axis/Moment of Inertia of Section)
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