Step 1: Identify given parameters.
Diameter \(d = 4\,cm = 0.04\,m\), so radius \(r = 0.02\,m\).
Length \(L = 6\,cm = 0.06\,m\).
Shear modulus \(G = 3 \times 10^{10}\,N\,m^{-2}\).
Force \(F = mg = 1100 \times 10 = 11000\,N\).
Step 2: Use shear strain formula.
For lateral displacement:
\[
\Delta x = \frac{FL}{AG}
\]
Step 3: Area of cross-section.
\[
A = \pi r^2 = \pi (0.02)^2 = 1.256 \times 10^{-3}\,m^2
\]
Step 4: Substitute values.
\[
\Delta x = \frac{11000 \times 0.06}{(1.256 \times 10^{-3})(3 \times 10^{10})}
\]
Step 5: Simplify.
Numerator:
\[
11000 \times 0.06 = 660
\]
Denominator:
\[
3.768 \times 10^{7}
\]
Step 6: Final result.
\[
\Delta x \approx 1.75 \times 10^{-5}\,m
\]
Final Answer:
\[
\boxed{1.75 \times 10^{-5}\,m}
\]