Theory of Structures The area of the core of a column of cross sectional area A, is (1/6) A (1/3) A (1/12) A (1/18) A (1/6) A (1/3) A (1/12) A (1/18) A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is 0.003 0.001 0.002 0.0025 0.003 0.001 0.002 0.0025 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 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 2W/ha Wa/h 2h/Wa Wa/2h 2W/ha Wa/h 2h/Wa Wa/2h ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Flat spiral springs All of these Consist of uniform thin strips Are wound by applying a torque Consist of uniform thin strips All of these Consist of uniform thin strips Are wound by applying a torque Consist of uniform thin strips ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as Determinate beams Compound beams Composite beams Indeterminate beams Determinate beams Compound beams Composite beams Indeterminate beams ANSWER DOWNLOAD EXAMIANS APP
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