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Resulting Stress Due To Moment And Prestressing Force Calculator

Formula Used:

\[ \sigma_c = \frac{F}{A} + \frac{M_b \cdot y}{I_a} \]

kN
mm²
kN·m
m
mm⁴

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1. What is the Resulting Stress Formula?

The formula calculates the compressive stress in prestressed concrete sections by combining the stress due to prestressing force and the stress due to bending moment. It provides a comprehensive assessment of the total stress state in the section.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ \sigma_c = \frac{F}{A} + \frac{M_b \cdot y}{I_a} \]

Where:

Explanation: The formula combines the direct compressive stress from prestressing with the bending stress to determine the total compressive stress at a specific point in the section.

3. Importance of Stress Calculation

Details: Accurate stress calculation is crucial for designing prestressed concrete elements, ensuring structural safety, and verifying that stresses remain within allowable limits under various loading conditions.

4. Using the Calculator

Tips: Enter all values in the specified units. Ensure positive values for all inputs except bending moment which can be zero or positive. The calculator will compute the resulting compressive stress.

5. Frequently Asked Questions (FAQ)

Q1: What is prestressing force?
A: Prestressing force is the internal force applied to concrete members through tensioned tendons to improve their structural performance.

Q2: Why is distance from centroidal axis important?
A: This distance determines the lever arm for bending stress calculation and varies the stress magnitude across the section depth.

Q3: What are typical values for moment of inertia?
A: Moment of inertia values depend on the cross-sectional shape and dimensions, typically ranging from thousands to millions of mm⁴.

Q4: Can this formula be used for tensile stress?
A: Yes, when the bending moment causes tension, the second term becomes negative, reducing the total compressive stress.

Q5: What are the limitations of this calculation?
A: This calculation assumes linear elastic behavior and may not account for time-dependent effects like creep and shrinkage in concrete.

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