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?

\[ {Given: } F = 1000\,{N} \]
A five-member truss system is shown in the figure. The maximum vertical force \(P\) in kN that can be applied so that loads on the member CD and BC do NOT exceed 50 kN and 30 kN, respectively, is: 
A five-member truss system is shown in the figure. The maximum vertical force \(P\) in kN that can be applied so that loads on the member CD and BC do NOT exceed 50 kN and 30 kN, respectively, is:


Consider a five-digit number PQRST that has distinct digits P, Q, R, S, and T, and satisfies the following conditions:
1. \( P<Q \)
2. \( S>P>T \)
3. \( R<T \)
If integers 1 through 5 are used to construct such a number, the value of P is:



