Step 1: Understanding the Concept:
Rankine's theory is used in structural design to estimate the lateral active earth pressure exerted by a granular material against a retaining wall or bin wall. It assumes that the material is dry, cohesionless, and homogeneous.
Key Formula or Approach:
According to Rankine's formula, the lateral active pressure (\(P_L\)) at a depth (\(h\)) is given by:
\[ P_L = k \cdot w \cdot h \]
where:
\(P_L\) = lateral pressure (\(\text{kgf/m}^2\))
\(k\) = active lateral pressure coefficient
\(w\) = bulk density (or unit weight) of the granular material (\(\text{kgf/m}^3\))
\(h\) = height of the material column (or depth) (\(\text{m}\))
Step 2: Detailed Explanation:
Let us identify the given values:
Lateral pressure, \(P_L = 6000 \text{ kgf/m}^2\)
Pressure coefficient, \(k = 0.5\)
Density of paddy, \(w = 600 \text{ kg/m}^3\) (equivalent to \(600 \text{ kgf/m}^3\) in gravitational units)
Substitute these values into Rankine's formula to solve for height (\(h\)):
\[ 6000 = 0.5 \times 600 \times h \]
Simplify the calculation:
\[ 6000 = 300 \times h \]
\[ h = \frac{6000}{300} = 20 \text{ m} \]
Thus, the height of the bin is 20 meters.
Step 3: Final Answer:
The height of the bin is 20 m, which corresponds to Option (B).