Structural Analysis Pick up the incorrect statement from the following: None of these The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web 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 channels is the depth of the web multiplied by its thickness None of these The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web 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 channels is the depth of the web multiplied by its thickness ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of None of these zero moment of inertia infinite length zero length None of these zero moment of inertia infinite length zero length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The three moments equation is applicable only when 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 The spans are equal There is no settlement of supports ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints) Stable and statically indeterminate Unstable None of these Stable and statically determinate Stable and statically indeterminate Unstable None of these Stable and statically determinate ANSWER DOWNLOAD EXAMIANS APP
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/2EI L/3EI L/EI L/4EI L/2EI L/3EI L/EI L/4EI 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 Change from compression to tension Always be tension Always be compression Change from tension to compression Change from compression to tension Always be tension Always be compression ANSWER DOWNLOAD EXAMIANS APP
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