Structural Analysis The width of the analogous column in the method of column analogy is 1/EI 1/2 EI 2/EI 1/4 EI 1/EI 1/2 EI 2/EI 1/4 EI 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 zero moment of inertia infinite length None of these zero length zero moment of inertia infinite length None of these zero length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In the slope deflection equations, the deformations are considered to be caused byi) bending momentii) shear forceiii) axial forceThe correct answer is (i), (ii) and (iii) only (i) (i)and(ii) (ii) and (iii) (i), (ii) and (iii) only (i) (i)and(ii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d d is the distance between flange angles or the clear distance between flanges For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d d is the distance between flange angles or the clear distance between flanges ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the incorrect statement from the following: The gross section of the web of plate girders is the depth of the web plate multiplied by its 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 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 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 rolled I-beams is the depth of the beam multiplied by the web thickness 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
EXAMIANS