Correct Answer - Option 2 : 33.33 mm
Concept:
As per IS 800:2007, Clause No. 5.6.1
The maximum vertical deflection for cantilever beam:
a) Supported by elastic cladding, deflection is limited to Span/120.
b) Supported by brittle cladding, deflection is limited to Span/150.
Calculation:
Span of beam = 5 m = 5000 mm
Vertical Deflection = 5000/150 = 33.33 mm
The maximum vertical deflection for simply supported beam:
a) Supported by elastic cladding, deflection is limited to Span/240.
b) Supported by brittle cladding, deflection is limited to Span/300.
c) Max deflection < L/325 of the span in general