Four identical hollow cylindrical columns of mild steel support a big structure of mass 50,000 kg. The inner and outer radii of each column are 30 and 60 cm respectively. Assuming the load distribution to be uniform, calculate the compressional strain of each column.
The compressional strain of each column is approximately ⁻⁷.
Explanation
This numerical problem requires calculating the compressional strain using the relation: Strain = Stress / Young's Modulus. The stress is obtained from the force per unit area on each column. The context provides Young's modulus of structural steel as ¹¹ N m⁻² from Example 8.1, which applies to mild steel columns. The cross-sectional area of a hollow cylinder is π(R² - r²). Since the load is uniformly distributed among 4 columns, each column bears one-fourth of the total weight.
Solution Steps
Step 1: Calculate cross-sectional area of each hollow column Area = π(R² - r²) = π[(0.60)² - (0.30)²] = π(0.36 - 0.09) = π × 0.27 = = 0.848 m²
Step 2: Calculate total weight (force) Weight = Mass × g = 50, = ⁵ N
Step 3: Calculate force on each column Since load is uniformly distributed among 4 columns: Force per column = (⁵) / 4 = ⁵ N
Step 4: Calculate stress on each column Stress = Force / Area = (⁵) / 0.848 = ⁵ N m⁻²
Step 5: Calculate compressional strain Young's modulus of steel (Y) = ¹¹ N m⁻² Strain = Stress / Y = (⁵) / (¹¹) = ⁻⁷