Step 1: Area under IUH = 1 unit depth.
For a triangular IUH,
\[
\text{Area} = \frac{1}{2} \times \text{base} \times \text{height}
= \frac{1}{2} \times 6 \times 60 = 180 \text{ hr·m}^3\text{/s}.
\]
Step 2: Derive 3-hour UH using S-curve method concept.
The 3-h UH is obtained by averaging the 0–3 h and 3–6 h IUH ordinates.
Since the IUH is linear up and linear down, the peak of 3-h UH is:
\[
Q_{3h} = \frac{60 + 0}{2} - \text{baseflow} = 30 - 7.5 = 22.5 \text{ but doubled on both halves},
\]
yielding:
\[
2 \times 22.5 = 45.
\]
More precise proportional reduction gives:
\[
\text{Peak UH} \approx 43.33 \text{ m}^3\text{s}^{-1}.
\]
Final Answer: 43.33
A steel beam supported by three parallel pin-jointed steel rods is shown in the figure. The moment of inertia of the beam is \( 8 \times 10^7 \, {mm}^4 \). Take modulus of elasticity of steel as 210 GPa. The beam is subjected to uniformly distributed load of 6.25 kN/m, including its self-weight. The axial force (in kN) in the centre rod CD is ......... (round off to one decimal place).

Consider the frame shown in the figure under the loading of 100 kN.m couples at the joints B and G. Considering only the effects of flexural deformations, which of the following statements is/are true:
