A homogeneous simply supported prismatic beam of width B, depth D and span L is subjected to a concentrated load of magnitude 100 kN. The load can be placed anywhere along the span of beam. The maximum flexural stress developed in the beam is:

1
\(​\frac{300 L}{B D^{2}}\)
2
\(\frac{150 L}{B D^{2}}\)
3
\(\frac{75 L}{B D^{2}}\)
4
\(\frac{25 L}{2 B D^{2}}\)

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