Consider a 1 m span cantilever beam of rectangular section (breadth 100 mm and depth 200 mm). If limiting shear stress in the beam is 1.5 N/mm2, then the maximum magnitude of uniformly load over the entire span will be
- A30 kN/m
- B26.6 kN/m
- C20 kN/mCorrect
- D36.6 kN/m
Solution
Concept
In rectangular beams, the maximum shear stress is 1.5 times the average shear stress and acts at the neutral axis.
Formula
τmax = (3 × V) / (2 × b × d), V = w × L
Step-by-step solution
1. Identify the given parameters: Span L = 1 m = 1000 mm, breadth b = 100 mm, depth d = 200 mm, limiting shear stress τmax = 1.5 N/mm². 2. Recall the relation for maximum shear stress in a rectangular section: τmax = (3 × V) / (2 × b × d). 3. Substitute the values to find the maximum shear force V: 1.5 = (3 × V) / (2 × 100 × 200). 4. V = (1.5 × 2 × 100 × 200) / 3 = 20,000 N = 20 kN. 5. For a cantilever beam with a UDL w over the entire span, maximum shear force V = w × L. 6. Therefore, w = V / L = 20 kN / 1 m = 20 kN/m.
Explanation
For a rectangular cross-section, the maximum shear stress occurs at the neutral axis and is given by τmax = (3/2) × (V / (b × d)). For a cantilever beam carrying a uniformly distributed load w, the maximum shear force occurs at the fixed support and is equal to V = w × L. Equating τmax to the limiting shear stress of 1.5 N/mm² allows us to solve for the maximum uniformly distributed load w.
Why the other options are wrong
A: Results from incorrect factor application. B: Arises from calculation errors. D: Arises from ignoring the 1.5 shape factor for rectangular sections.
Shortcut
For a rectangular section, remember that τmax = 1.5 × τavg = 1.5 × (V / A).
Common mistake
Using the average shear stress formula V / (b·d) instead of multiplying by 1.5 for the maximum shear stress at the neutral axis.
Correct answer: C) 20 kN/m