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Question

Maximum flexural stress for a cast iron pipe having maximum bending moment 125000 N-mm and section modulus 17017 mm3 will be

The correct answer is

7.34 N/mm2

Calculating Flexural Stress in Cast Iron Pipe

This question asks us to find the maximum flexural stress ($\sigma_{\text{max}}$) in a cast iron pipe, given the maximum bending moment ($M$) and the section modulus ($Z$). Flexural stress, also known as bending stress, is the stress experienced by a material when it is subjected to bending. It occurs because different parts of the beam experience different levels of tension and compression.

Flexural Stress Formula Explained

The formula used to calculate the maximum flexural stress at any point in a beam is:

$$ \sigma_{\text{max}} = \frac{M}{Z} $$

Where:

  • $ \sigma_{\text{max}} $ is the maximum flexural stress (in N/mm² or Pascals).
  • $ M $ is the maximum bending moment acting on the cross-section (in N-mm).
  • $ Z $ is the section modulus of the cross-section (in mm³).

The section modulus is a geometric property that represents the strength of a cross-section's shape with regard to bending. A larger section modulus indicates a greater resistance to bending stress.

Given Values for Calculation

From the question, we have the following values:

  • Maximum bending moment, $ M = 125000 \text{ N-mm} $
  • Section modulus, $ Z = 17017 \text{ mm}^3 $

Step-by-Step Calculation

Now, we can substitute the given values into the flexural stress formula:

  1. Formula: $ \sigma_{\text{max}} = \frac{M}{Z} $
  2. Substitution: $ \sigma_{\text{max}} = \frac{125000 \text{ N-mm}}{17017 \text{ mm}^3} $
  3. Calculation: $ \sigma_{\text{max}} \approx 7.344508... \text{ N/mm}^2 $

Result Interpretation

The calculated maximum flexural stress is approximately $ 7.34 \text{ N/mm}^2 $. Comparing this result with the given options:

  • Option 1: $ 17.23 \text{ N/mm}^2 $
  • Option 2: $ 7.34 \text{ N/mm}^2 $
  • Option 3: $ 9.21 \text{ N/mm}^2 $
  • Option 4: $ 14.32 \text{ N/mm}^2 $

The calculated value closely matches Option 2.

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Important Questions from Shear Stress and Bending Stress

  1. For a beam to be classified as a beam of uniform strength, which of the following conditions must be met?
  2. For a circular cross-section, the relationship between the maximum shear stress (qmax) and average shear stress (qav) is gives as

  3. A block is of dimensions of the upper surface 100 mm x 100 mm. The height of the block is 10 mm. A tangential force of 10 kN is applied at the centre of the upper surface. The block is displaced by 1 mm with respect to the lower face. Direct shear stress in the element is:

  4. The ratio of moment carrying capacity of a square cross-section beam of dimension D to the moment carrying capacity of a circular cross-section of diameter D is:

  5. The maximum shear stress in a rectangular cross section _________ per cent greater than the average shear stress on the cross section.

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