Theory of Structures The shape factor of standard rolled beam section varies from 1.30 to 1.40 1.20 to 1.30 1.10 to 1.20 1.40 to 1.50 1.30 to 1.40 1.20 to 1.30 1.10 to 1.20 1.40 to 1.50 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is 2 1.5 3 1 2 1.5 3 1 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by Maximum tensile stress at the section Depth of the neutral axis Maximum compressive stress at the section Depth of the section Maximum tensile stress at the section Depth of the neutral axis Maximum compressive stress at the section Depth of the section 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 0.0025 0.002 0.003 0.001 0.0025 0.002 0.003 0.001 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 WL3/48EL WL3/24EL WL3/8EL WL3/3EL WL3/48EL WL3/24EL WL3/8EL WL3/3EL 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 3.50 cm 4.25 cm 3.00 cm 2.75 cm 3.50 cm 4.25 cm 3.00 cm ANSWER DOWNLOAD EXAMIANS APP
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