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A horizontal beam $$ABC$$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $$... GATE CE 2015 Set 2 For the beam shown below, the value of the support moment$$M$$is ____________$$KN$$-$$m$$. ... GATE CE 2015 Set 1 A frame$$ABCD$$is supported by a roller at$$A$$and is on a hinge at$$C$$as shown below. The reaction at the roller... GATE CE 2000 Identify the correct deflection diagram corresponding to the loading in the plane frame shown below : ... GATE CE 2000 If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is GATE CE 1995 A single bay single storey portal frame has a hinged left support and a fixed right support. It is loaded with$$u.d.l$$... GATE CE 1995 A single bay portal frame of height$$'h'$$fixed at the base is subjected to a horizontal displacement$$'\delta '$$at... GATE CE 1994 The ratio of the stiffness of a beam at the near end when the far end is hinged to the stiffness of the beam at the near... GATE CE 1994 ## Marks 2 More The value of$$M$$in the beam$$ABC$$shown in the figure is such that the joint$$B$$does not rotate. The value of... GATE CE 2017 Set 1 The portal frame shown in the figure is subjected to a uniformly distributed vertical load$$w$$(per unit length). ... GATE CE 2016 Set 2 Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in$$kN$$-$$m$$) at$$P$$... GATE CE 2014 Set 2 All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness$$EI$$. Find the magnitu... GATE CE 2013 A two span continuous beam having equal spans each of length$$L$$is subjected to a uniformly distributed load$$w$$pe... GATE CE 2007 A two span continuous beam having equal spans each of length$$L$$is subjected to a uniformly distributed load$$w$$pe... GATE CE 2007 Vertical reaction developed at$$B$$in the frame below due to the applied load of$$100kN$$(with$$150,000m{...
GATE CE 2006
Carry-over factor $${C_{AB}}$$ for the beam shown in the figure below is ...
GATE CE 2006
All members of the frame shown below have the same flexural rigidity $$EI$$ and length $$L.$$ If a moment $$M$$ is appli...
GATE CE 2005
The plane frame below is analyzed by neglecting axial deformations. Following statements are made with respect to the an...
GATE CE 2004
The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______ ...
GATE CE 2003
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span....
GATE CE 2002
The frame below shows three beam elements $$OA, OB$$ and $$OC$$, with identical length $$L$$ and flexural rigidity $$EI... GATE CE 2001 For the frame shown in the Fig. the maximum bending moment in the column is, ... GATE CE 1997 A propped cantilever beam of span$$'L'$$is loaded with$$u.d.l$$of intensity$$w$$/unit length, all through the span.... GATE CE 1997$$M$$-$$\theta $$relationship for a simply supported beam shown below is given by ... GATE CE 1996 Rotational stiffness-coefficient,$${K_{11}}$$for the frame having two members of equal$$EI/L$$is given by. ... GATE CE 1996 Bending moments at joint$$b$$and$$C of the portal frame are respectively, ...
GATE CE 1996
The magnitude of the bending Moment at the fixed support of the beam is equal to ...
GATE CE 1995

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#### Graduate Aptitude Test in Engineering

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