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:
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'.
For a square cross-section with side length D:
For a circular cross-section with diameter D:
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 = \( \frac{16}{3\pi} \)
The ratio of the moment carrying capacity of a square cross-section beam to a circular cross-section beam, both with dimension D, is \( \frac{16}{3\pi} \).
For a circular cross-section, the relationship between the maximum shear stress (qmax) and average shear stress (qav) is gives as
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