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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.

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