Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as L/3EI L/4EI L/2EI L/EI L/3EI L/4EI L/2EI L/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to 5 mm less than the minimum clear distance between the main bars 5 mm less than the minimum cover to the reinforcement Greater of A and B Smaller of A and B 5 mm less than the minimum clear distance between the main bars 5 mm less than the minimum cover to the reinforcement Greater of A and B Smaller of A and B 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 compression Always be tension Change from compression to tension Change from tension to compression Always be compression Always be tension Change from compression to tension ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement applicable to cased columns. All of these The surface and edges of the steel column should be provided a concrete cover not less than 50 mm Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used All of these The surface and edges of the steel column should be provided a concrete cover not less than 50 mm Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end None of these With partial restraint against torsion of the support and free at the end Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end None of these With partial restraint against torsion of the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.25 Wl 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl 0.16 Wl 0.24 Wl 0.20 Wl ANSWER DOWNLOAD EXAMIANS APP
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