31. The forces in the members of simple trusses, may be analysed by
32. The moment of inertia of a triangular section (height h, base b) about its base, is
33. Maximum shear stress theory for the failure of a material at the elastic limit, is known
34. Total strain energy theory for the failure of a material at elastic limit, is known
35. Maximum principal stress theory for the failure of a material at elastic point, is known
36. The locus of reaction of a two hinged semi-circular arch, is
37. The ratio of maximum shear stress to average shear stress of a circular beam, is
38. $${\text{P}} = \frac{{4{\pi ^2}{\text{E}}I}}{{{{\text{L}}^2}}}$$ is the equation of Euler's crippling load if
39. The shape factor of standard rolled beam section varies from
40. In plastic analysis, the shape factor for a circular section, is
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