To compute the moment at joint B, we use the formula for moment:
\[
M = F \times d
\]
Where:
- \(F\) is the force applied at the point, and
- \(d\) is the perpendicular distance from the point of rotation (joint B).
- Moment due to \(W\) at \(BC = 15 \, \text{cm} = 0.15 \, \text{m}\):
\[
M_1 = W \times BC = 20 \times 0.15 = 3 \, \text{Nm}
\]
- Moment due to \(W_1\) at \(BD = 35 \, \text{cm} = 0.35 \, \text{m}\):
\[
M_2 = W_1 \times BD = 80 \times 0.35 = 28 \, \text{Nm}
\]
- The net moment at joint B is the sum of the two moments:
\[
M_{\text{net}} = M_1 + M_2 = 3 + 28 = 31 \, \text{Nm}
\]
Conclusion:
The net moment at joint B is \(31 \, \text{Nm}\), so option (b) is correct.