For a fixed beam subjected to a triangular load, the fixed end moments can be derived using the standard formula for a triangular load distributed along the beam.
The fixed end moment at any point of the beam under a triangular load varies depending on the location of the point. For a triangular load \( w \) at one end and zero at the other, the ratio of fixed end moment at the two ends is a known result.
The maximum bending moment occurs at the point where the load is zero (at \( A \)), and the moments at both ends are related as follows:
\[
\text{Moment at A} = \frac{wL^2}{12}
\]
\[
\text{Moment at B} = \frac{3wL^2}{12}
\]
Thus, the ratio of the fixed end moment at B to that at A is:
\[
\frac{M_B}{M_A} = \frac{\frac{3wL^2}{12}}{\frac{wL^2}{12}} = \frac{3}{1} = \frac{3}{2}
\]
Therefore, the ratio of the fixed end moment at B to that at A is \( \frac{3}{2} \).