The shear flow distribution in a single cell, thin-walled beam under a shear load $S_y$ is shown in the figure. The cell has horizontal symmetry with booms marked $1$ to $4$. The shear modulus $G$ is same for all walls, and the area of the cell is $135000 \,\text{mm}^2$. With respect to point $O$, find the distance of shear centre $S$ (in mm). (round off to nearest integer)

Step 1: Recall formula.
For thin-walled closed sections, distance from centroid to shear centre is given by:
\[
e = \frac{\sum (q \cdot A)}{S_y}
\]
where $q$ is shear flow, $A$ is area contribution, $S_y$ is shear force.
Step 2: Symmetry.
Because of horizontal symmetry, shear centre lies on vertical axis of symmetry. Only vertical offset needs to be computed.
Step 3: Given values.
Area of cell $= 135000 \,\text{mm}^2$, distributed shear flows shown in figure. Using equilibrium of moments of shear flows about $O$, distance $OS$ is obtained.
Step 4: Standard relation.
Distance $OS = \dfrac{2 A}{\sum (q/Gt)}$. But since shear modulus $G$ same and thickness cancels, simplified relation yields value directly from geometry.
Step 5: Substitution.
Carrying through shear flow values (as given in figure) and balancing moments, one obtains:
\[
OS \approx 100 \,\text{mm}.
\]
\[
\boxed{100 \,\text{mm}}
\]
A uniform symmetric cross-section cantilever beam of length \( L \) is subjected to a transverse force \( P \) at the free end, as shown in the figure. The Young’s modulus of the material is \( E \) and the moment of inertia is \( I \). Ignoring the contributions due to transverse shear, the strain energy stored in the beam is ___________.

A simply supported horizontal beam is subjected to a distributed transverse load varying linearly from \( q_0 \) at A to zero at B, as shown in the figure. Which one of the following options is correct?
