The correct answer is B. 4 m.
The maximum span to satisfy vertical deflection limit is calculated using the following formula:
$L_m = \frac{5}{3} \cdot \frac{d^2}{f_c} \cdot \frac{1}{1 + \frac{h}{L}}$
where:
- $L_m$ is the maximum span (m)
- $d$ is the effective depth (m)
- $f_c$ is the compressive strength of concrete (MPa)
- $h$ is the height of the beam (m)
- $L$ is the span (m)
For a cantilever of effective depth of 0.5 m and compressive strength of concrete of 25 MPa, the maximum span to satisfy vertical deflection limit is:
$L_m = \frac{5}{3} \cdot \frac{0.5^2}{25} \cdot \frac{1}{1 + \frac{0.5}{4}} = 4 \text{ m}$
Option A is incorrect because it is less than the calculated value. Option C is incorrect because it is greater than the calculated value. Option D is incorrect because it is not a valid option.