Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 30 kN.m 15 kN.m 60 kN.m 8 kN.m 30 kN.m 15 kN.m 60 kN.m 8 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, None of these With partial restraint against torsion of the support and free at the end Unstrained against torsion at the support and free at the end Restrained 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 Unstrained against torsion at the support and free at the end Restrained against torsion at the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the incorrect statement from the following: None of these The gross section of the web of channels is the depth of the web multiplied by its thickness The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness None of these The gross section of the web of channels is the depth of the web multiplied by its thickness The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 6 3 5 4 6 3 5 4 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following methods of structural analysis is a force method? Slope deflection method None of these Column analogy method Moment distribution method Slope deflection method None of these Column analogy method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The three moments equation is applicable only when The spans are equal There is no settlement of supports There is no discontinuity such as hinges within the span The beam is prismatic The spans are equal There is no settlement of supports There is no discontinuity such as hinges within the span The beam is prismatic ANSWER DOWNLOAD EXAMIANS APP
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