Theory of Structures The vertical reaction for the arch is wa/2l wl/a wa²/2l wa/l wa/2l wl/a wa²/2l wa/l ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A three hinged arch is generally hinged at its supports and At the crown Anywhere in the rib None of these At one quarter span At the crown Anywhere in the rib None of these At one quarter span 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 /16 3 /16 2 /15 3 /8 /16 3 /16 2 /15 3 /8 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Stress may be defined as Force per unit area Force per unit length Force per unit volume None of these Force per unit area Force per unit length Force per unit volume None of these ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is WL3/8EL WL3/48EL WL3/24EL WL3/3EL WL3/8EL WL3/48EL WL3/24EL WL3/3EL ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is 5 mm 4 mm 3 mm 2 mm 5 mm 4 mm 3 mm 2 mm ANSWER DOWNLOAD EXAMIANS APP
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