Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of infinite length zero moment of inertia None of these zero length infinite length zero moment of inertia None of these zero length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is 8 9 6 7 8 9 6 7 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) and (ii) (i), (ii) and (iv) (i), (ii) and (iii) only (i) (i) and (ii) (i), (ii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is Greatest value of the above The diameter of the longer bar if their diameters are unequal The diameter of the bar if their diameters are same 5 mm more than nominal maximum size of the coarse aggregate Greatest value of the above The diameter of the longer bar if their diameters are unequal The diameter of the bar if their diameters are same 5 mm more than nominal maximum size of the coarse aggregate ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to Greater of A and B 5 mm less than the minimum cover to the reinforcement Smaller of A and B 5 mm less than the minimum clear distance between the main bars Greater of A and B 5 mm less than the minimum cover to the reinforcement Smaller of A and B 5 mm less than the minimum clear distance between the main bars ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would Change from tension to compression Always be tension Change from compression to tension Always be compression Change from tension to compression Always be tension Change from compression to tension Always be compression ANSWER DOWNLOAD EXAMIANS APP
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