1. For materials which do not have a pronounced yield point from a tension test yield point is taken to be

2. A horizontal beam with both ends hinged will be statically determinate for this type of loading

3. Buckling load for a given column depends upon

4. For what angle 0, will normal stress be maximum?

5. The shear stress distribution over a rectangular cross section of a beam follows

6. For ductile materials, most appropriate failure ory is

7. Euler’s formulae for columns can be used if slenderness ratio is

8. A prismatic bar when subjected to pure bending assumes shape of

9. The product El is called

10. The property of metal which allows it to deform continuously at slow rate without any furr increase in stress is known as