Theory of Structures For beams breadth is constant, Depth d Depth d 3 Depth d 1/M Depth d M Depth d Depth d 3 Depth d 1/M Depth d M ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A three hinged arch is generally hinged at its supports and At the crown None of these At one quarter span Anywhere in the rib At the crown None of these At one quarter span Anywhere in the rib 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 ML/EI ML²/3EI ML²/2EI ML/2EI ML/EI ML²/3EI ML²/2EI ML/2EI ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The load on a spring per unit deflection, is called Proof resilience Stiffness Proof load Proof stress Proof resilience Stiffness Proof load Proof stress ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In the truss, the force in the member AC is 6.25 t compressive 8.75 t tensile t compressive t tensile 6.25 t compressive 8.75 t tensile t compressive t tensile ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is 2.5 cm 2 cm 1 cm 1.5 cm 2.5 cm 2 cm 1 cm 1.5 cm ANSWER DOWNLOAD EXAMIANS APP