Maximum flexural stress for a cast iron pipe having maximum bending moment 125000 N-mm and section modulus 17017 mm3 will be
7.34 N/mm2
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.
The formula used to calculate the maximum flexural stress at any point in a beam is:
$$ \sigma_{\text{max}} = \frac{M}{Z} $$
Where:
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.
From the question, we have the following values:
Now, we can substitute the given values into the flexural stress formula:
The calculated maximum flexural stress is approximately $ 7.34 \text{ N/mm}^2 $. Comparing this result with the given options:
The calculated value closely matches Option 2.
For a circular cross-section, the relationship between the maximum shear stress (qmax) and average shear stress (qav) is gives as
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:
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 maximum shear stress in a rectangular cross section _________ per cent greater than the average shear stress on the cross section.