Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 7 9 6 8 7 9 6 8 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is only (i) (ii) and (iii) (i)and(ii) (i), (ii) and (iii) only (i) (ii) and (iii) (i)and(ii) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -4 mm to +4 mm -3 mm to +3 mm -5 mm to +5 mm -2 mm to +2 mm -4 mm to +4 mm -3 mm to +3 mm -5 mm to +5 mm -2 mm to +2 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Muller Breslau’s principle for obtaining influence lines is applicable toi) trussesii) statically determinate beams and framesiii) statically indeterminate structures, the material of which is elastic and follows Hooke’s lawiv) any statically indeterminate structureThe correct answer is (i), (ii) and (iii) only (i) (i), (ii) and (iv) (i) and (ii) (i), (ii) and (iii) only (i) (i), (ii) and (iv) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.25 L 0.211 L 0.234 L 0.5 L 0.25 L 0.211 L 0.234 L 0.5 L ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The principle of virtual work can be applied to elastic system by considering the virtual work of Internal forces only None of these External forces only Internal as well as external forces Internal forces only None of these External forces only Internal as well as external forces ANSWER DOWNLOAD EXAMIANS APP
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