Theory of Structures The ratio of maximum shear stress to average shear stress of a circular beam, is 3/2 4/3 4/7 2/3 3/2 4/3 4/7 2/3 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Maximum shear stress theory for the failure of a material at the elastic limit, is known Haig's theory St. Venant's theory Guest's or Trecas' theory Rankine's theory Haig's theory St. Venant's theory Guest's or Trecas' theory Rankine's theory ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is ML²/3EI ML/2EI ML²/2EI ML/EI ML²/3EI ML/2EI ML²/2EI ML/EI ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is 2.75 cm 3.00 cm 4.25 cm 3.50 cm 2.75 cm 3.00 cm 4.25 cm 3.50 cm ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The moment of inertia of a triangular section (height h, base b) about its base, is bh²/12 b²h/12 b³h/12 bh³/12 bh²/12 b²h/12 b³h/12 bh³/12 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The area of the core of a column of cross sectional area A, is (1/3) A (1/12) A (1/18) A (1/6) A (1/3) A (1/12) A (1/18) A (1/6) A ANSWER DOWNLOAD EXAMIANS APP
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