Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Exams, May 2016 — 07-Mec-B9 Advanced Engineering Structures. Three hours, open book, any non-communicating calculator permitted. Eight questions of equal total value (20 marks each); the rubric states that any five constitute a complete paper. All eight are solved here, because the complete set is the study resource.
Reference texts.
Axes and sign convention used throughout. A right-handed set is used for every thin-walled question: the span axis runs along the member, $Y$ is vertical (upward) in the cross-section and $Z$ is horizontal (to the right). Section constants are written $I_{ZZ}=\int Z^{2}\,dA$, $I_{YY}=\int Y^{2}\,dA$ and $I_{YZ}=\int ZY\,dA$ about the centroid, and the bending stress is carried as the linear field $\sigma = aZ + bY$, whose coefficients follow from the pair
$$\begin{aligned} a\,I_{ZZ} + b\,I_{YZ} &= M_{Y}, \\ a\,I_{YZ} + b\,I_{YY} &= M_{Z} \end{aligned}$$with $M_{Y}\equiv\int\sigma Z\,dA$ and $M_{Z}\equiv\int\sigma Y\,dA$. This one pair replaces the Megson fraction and handles symmetric and unsymmetrical sections alike. Shear flows are counted positive in the direction of the walk stated with each figure; a negative answer simply means the flow runs the other way round the circuit. Moments and torques are anticlockwise-positive in the $Z$–$Y$ plane.