A simply supported beam carrying a triangular load, varying gradually from zero at both ends to (W) per meter at center, the maximum shear force will be -A
1
\( \frac{WL}{2}\)
2
\(\frac{WL}{4}\)
3
\(\frac{WL}{6}\)
4
\(\frac{WL}{8}\)
5
\(\frac{WL}{12}\)