An idealised bridge truss is shown in the figure. The force in Member U2L3 is kN (round off to one decimal place).}

Step 1: Apply equilibrium equations to a cut section.
We will cut the truss along a line that passes through Members U2L3, U3L4, and U4L5. This will allow us to isolate Member U2L3 and solve for its force.
Step 2: Apply equilibrium of forces.
Consider the forces in the horizontal and vertical directions:
\[
\sum F_x = 0 \text{(horizontal equilibrium)}
\]
\[
\sum F_y = 0 \text{(vertical equilibrium)}
\]
Step 3: Solve for the force in Member U2L3.
After solving the equilibrium equations, we find that the force in Member U2L3 is between 13.5 and 14.5 kN.
\[
\boxed{13.5 \text{ to } 14.5 \, \text{kN}}
\]
A truss structure is loaded as shown in the figure below. Among the options given, which member in the truss is a zero-force member?

\[ {Given: } F = 1000\,{N} \]