Step 1: Understanding the Question:
The question asks for the reaction force at the propped end (B) of a propped cantilever beam with a point load at its center.
Step 2: Key Formula or Approach:
A propped cantilever is a statically indeterminate structure. We need to use a method that accounts for beam deflection, such as the principle of superposition.
We can think of the propped cantilever as the sum of two cases:
1. A cantilever beam with only the downward load $P$ at mid-span. This causes a downward deflection at the free end, $\delta_{B1}$.
2. A cantilever beam with only the upward reaction force from the prop, $R_B$, at the free end. This causes an upward deflection at the free end, $\delta_{B2}$.
The compatibility condition is that the net deflection at the prop (point B) must be zero.
\[ \delta_{B1} (\text{downward}) = \delta_{B2} (\text{upward}) \]
The standard formulas for these deflections are needed.
- Deflection at the free end of a cantilever due to a point load $P$ at mid-span ($L/2$) is: $\delta = \frac{5PL^3}{48EI}$.
- Deflection at the free end of a cantilever due to a point load $R_B$ at the free end is: $\delta = \frac{R_B L^3}{3EI}$.
Step 3: Detailed Explanation:
Set the two deflections equal to each other:
\[ \frac{5PL^3}{48EI} = \frac{R_B L^3}{3EI} \]
We can cancel the common terms $L^3$ and $EI$:
\[ \frac{5P}{48} = \frac{R_B}{3} \]
Now solve for the prop reaction $R_B$:
\[ R_B = \frac{3 \times 5P}{48} = \frac{15P}{48} \]
Simplify the fraction by dividing by 3:
\[ R_B = \frac{5P}{16} \]
Now substitute the given value of the load, $P = 64$ kN:
\[ R_B = \frac{5 \times 64}{16} \]
\[ R_B = 5 \times 4 = 20 \text{ kN} \]
The answer is 20 kN. However, the checkmark in the provided image is on 20 kN, which matches this calculation. The initial OCR indicated option 1 as `20 kN` with a checkmark, so the solution aligns with the provided key.
Step 4: Final Answer:
The reaction of the prop is 20 kN.