A rectangular beam 200 mm wide × 300 mm deep is subjected to a 30 kN-m bending moment. Find the maximum bending stress.
- A10 MPaCorrect
- B20 MPa
- C30 MPa
- D40 MPa
Solution
Concept
Elastic section modulus and maximum bending stress
Formula
σ = M / Z = 6 × M / (b × d2)
Step-by-step solution
1. A rectangular beam cross section has width b = 200 mm and depth d = 300 mm. 2. The section modulus is Z = (b × d2) / 6 = (200 × 3002) / 6 = (200 × 90000) / 6 = 3,000,000 mm3 = 3x106 mm3. 3. Applied bending moment M = 30 kN-m = 30 × 106 N-mm. 4. Maximum bending stress σ = M / Z = (30 × 106) / (3 × 106) = 10 MPa. Answer: A
Explanation
For a rectangular cross section with width b = 200 mm and depth d = 300 mm, the elastic section modulus is Z = (b × d2) / 6 = (200 × 3002) / 6 = 3,000,000 mm3. Under a bending moment M = 30 kN-m = 30x106 N-mm, the maximum bending stress is σ = M / Z = 30x106 / (3x106) = 10 MPa.
Why the other options are wrong
B) 20 MPa results from using Z = b·d2/12. C) 30 MPa results from dividing moment by cross-sectional area. D) 40 MPa is an arithmetic error.
Shortcut
Z = b·d2/6 = 3x106 mm3 => σ = M/Z = 30x106 / 3x106 = 10 MPa.
Common mistake
Forgetting to square the depth d or misconverting kN-m to N-mm.
Correct answer: A) 10 MPa