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Question

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:

The correct answer is \(\frac{16}{3\pi}\)

Moment Capacity Ratio Explained

This solution explains how to find the ratio between the moment-carrying capacity of a square cross-section beam and a circular cross-section beam, given they have the same characteristic dimension 'D'.

Square Cross-Section Properties

For a square cross-section with side length D:

  • Moment of Inertia (Isquare): The formula is \( I = \frac{BD^3}{12} \). Since the side length is D, we substitute B = D, giving \( I_{square} = \frac{D \cdot D^3}{12} = \frac{D^4}{12} \).
  • Section Modulus (Zsquare): This is calculated as \( Z = \frac{I}{y_{max}} \), where \( y_{max} \) is the distance from the neutral axis to the extreme fiber. For a square section, \( y_{max} = \frac{D}{2} \). Therefore, \( Z_{square} = \frac{D^4/12}{D/2} = \frac{D^4}{12} \times \frac{2}{D} = \frac{D^3}{6} \).

Circular Cross-Section Properties

For a circular cross-section with diameter D:

  • Radius (R): \( R = \frac{D}{2} \).
  • Moment of Inertia (Icircle): The formula is \( I = \frac{\pi R^4}{4} \). Substituting \( R = \frac{D}{2} \), we get \( I_{circle} = \frac{\pi (D/2)^4}{4} = \frac{\pi D^4}{64} \).
  • Section Modulus (Zcircle): Calculated as \( Z = \frac{I}{y_{max}} \). For a circle, \( y_{max} \) is the radius, so \( y_{max} = R = \frac{D}{2} \). Thus, \( Z_{circle} = \frac{\pi D^4 / 64}{D/2} = \frac{\pi D^4}{64} \times \frac{2}{D} = \frac{\pi D^3}{32} \).

Calculating the Moment Capacity Ratio

The moment-carrying capacity (M) is directly proportional to the section modulus (Z), assuming the maximum allowable bending stress (\(\sigma_{max}\)) is the same for both sections. So, \( M = \sigma_{max} \times Z \).

The ratio of the moment capacities is:

Ratio = \( \frac{M_{square}}{M_{circle}} = \frac{\sigma_{max} \times Z_{square}}{\sigma_{max} \times Z_{circle}} = \frac{Z_{square}}{Z_{circle}} \)

Substituting the calculated section moduli:

Ratio = \( \frac{D^3 / 6}{\pi D^3 / 32} \)

Simplify the expression:

Ratio = \( \frac{D^3}{6} \times \frac{32}{\pi D^3} \)

Cancel out \( D^3 \):

Ratio = \( \frac{32}{6\pi} \)

Reduce the fraction:

Ratio = \( \frac{16}{3\pi} \)

Conclusion

The ratio of the moment carrying capacity of a square cross-section beam to a circular cross-section beam, both with dimension D, is \( \frac{16}{3\pi} \).

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

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

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