All Exams Test series for 1 year @ ₹349 only
Question

The yield strength for a mild steel specimen was found to be 250 N/mm2. Taking a safety factor of 2, find out the working stress.

The correct answer is

125 N/mm2

Calculating Working Stress for Mild Steel

The question asks us to find the working stress for a mild steel specimen given its yield strength and a factor of safety.

We are provided with the following information:

  • Yield strength of the mild steel specimen = 250 N/mm2
  • Factor of safety = 2

The working stress is also known as the allowable stress or design stress. It is the maximum stress that a material is allowed to withstand in service, ensuring that it remains within the elastic limit and provides a margin of safety.

The relationship between yield strength, factor of safety, and working stress is given by the formula:

\( \text{Working Stress} = \frac{\text{Yield Strength}}{\text{Factor of Safety}} \)

Using the given values, we can calculate the working stress:

\( \text{Working Stress} = \frac{250 \text{ N/mm}^2}{2} \)

\( \text{Working Stress} = 125 \text{ N/mm}^2 \)

Thus, the working stress for the mild steel specimen, considering a factor of safety of 2, is 125 N/mm2. This means that for safe operation, the stress in the material should not exceed 125 N/mm2.

Let's look at the options provided:

  1. 250 N/mm2
  2. 125 N/mm2
  3. 500 N/mm2
  4. 150 N/mm2

Our calculated working stress is 125 N/mm2, which matches Option 2.

The working stress is always less than the yield strength when the factor of safety is greater than 1. The factor of safety is used to account for uncertainties in material properties, loads, and manufacturing processes.

Therefore, the working stress is 125 N/mm2.

Was this answer helpful?

Important Questions from General Design Principles

  1. Pick up the correct statement from the following:

  2. As per IS 800:2007, the maximum effective slenderness ratio for a steel member always subjected to tension force is ______.

  3. Response reduction factor for ductile shear wall with special RC moment resisting frame as per IS 1893 (part 1):2002 is:

  4. As per IS: 800-2007, the area of splice plates shall exceed the area of the flange element spliced by at least

  5. Which of the following types of steel is used in the manufactures of rails?

Need Expert Advice?

Start Your Preparation with Prepp Mobile App

Download the app from Google Play & App Store
Download the app from Google Play & App Store
Prepp Mobile App