Theory of Structures A body is said to be in equilibrium if It rotates about its C.G. None of these It moves vertically It moves horizontally It rotates about its C.G. None of these It moves vertically It moves horizontally ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is 2h/Wa Wa/2h 2W/ha Wa/h 2h/Wa Wa/2h 2W/ha Wa/h ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The area of the core of a column of cross sectional area A, is (1/12) A (1/6) A (1/18) A (1/3) A (1/12) A (1/6) A (1/18) A (1/3) A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Stress may be defined as None of these Force per unit length Force per unit volume Force per unit area None of these Force per unit length Force per unit volume Force per unit area ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The yield moment of a cross section is defined as the moment that will just produce the yield stress in The inner most fibre of the section The fibre everywhere The outer most fibre of the section The neutral fibre of the section The inner most fibre of the section The fibre everywhere The outer most fibre of the section The neutral fibre of the section ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Shear strain energy theory for the failure of a material at elastic limit, is due to Von Mises St. Venant Guest or Trecas Rankine Von Mises St. Venant Guest or Trecas Rankine ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS