1) What do you mean by an unsymmetrical bending? Describe in detail.
2) What is meant by plane of bending?
3) Demonstrate that T = 2qA.
4) Describe shear center and elastic axis in detail.
5) describe single cell and multicell closed section in detail.
6) Illustrate that for the curved web shear center distance e = 2A/L.
7) prepare a detailed note on inter-rivet buckling.
8) What are the advantages of having a semi-cantilever type of wing construction?
9) What do you understand by monocoque-type construction?
10) Draw the bending moment diagram for the semi-cantilever type of wing construction for constant upward air load.