Q 6. Derive the relationship between modulus of
rigidity and modulus of elasticity.

Q 7. Explain slenderness ratio and its effect on Euler buckling
strength of long column.

Q 8. Derive the relationship between Young’s modulus (E)and bulk
modulus (K).

Q 9. For a general two dimensional stress system, derive
expressions for principal stresses principal planes.

Q 10. Explain Hogging bending moment and Sagging bending
moment.

Q 11. Distinguish between pure bending and ordinary bending.

Q 12. Derive Euler’s equation for crippling load of a
column whose both ends are hinged.

Q 13 . A T section of flange 120mm X12 mm and overall depth 200mm
with 12mm web thickness is loaded

such a way that at a section it has a moment of 20KN and shear
force of 120KN.sketch the bending and

shear stress distribution diagram making salient values.

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