Structural Analysis For the stability of a structural part, the weight or anchorage should be Sum of (a) and (b) 1.2 times the minimum overturning moment due to dead load None of these 1.4 times the minimum overturning moment due to dead load Sum of (a) and (b) 1.2 times the minimum overturning moment due to dead load None of these 1.4 times the minimum overturning moment due to dead load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The deformation of a spring produced by a unit load is called unit strain stiffness flexibility influence coefficient unit strain stiffness flexibility influence coefficient 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 (iv) (i) and (ii) only (i) (i), (ii) and (iii) (i), (ii) and (iv) (i) and (ii) only (i) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 15 kN.m 30 kN.m 60 kN.m 8 kN.m 15 kN.m 30 kN.m 60 kN.m 8 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness 13 times 12 times 11 times 10 times 13 times 12 times 11 times 10 times ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The width of the analogous column in the method of column analogy is 2/EI 1/EI 1/2 EI 1/4 EI 2/EI 1/EI 1/2 EI 1/4 EI ANSWER DOWNLOAD EXAMIANS APP