Theory of Structures The vertical reaction for the arch is wl/a wa/l wa²/2l wa/2l wl/a wa/l wa²/2l wa/2l ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Shear strain energy theory for the failure of a material at elastic limit, is due to Guest or Trecas Von Mises Rankine St. Venant Guest or Trecas Von Mises Rankine St. Venant ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is 2 /15 /16 3 /8 3 /16 2 /15 /16 3 /8 3 /16 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of maximum shear stress to average shear stress of a circular beam, is 4/3 4/7 3/2 2/3 4/3 4/7 3/2 2/3 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is Circle Straight line Parabola Ellipse Circle Straight line Parabola Ellipse ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is L/2d L/d (L/2d)² (L/3d)² L/2d L/d (L/2d)² (L/3d)² ANSWER DOWNLOAD EXAMIANS APP
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