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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$$. ... GATE CE 2015 Set 1 Identify the correct deflection diagram corresponding to the loading in the plane frame shown below : ... GATE CE 2000 A frame$$ABCD$$is supported by a roller at$$A$$and is on a hinge at$$C$$as shown below. The reaction at the roller... GATE CE 2000 If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is GATE CE 1995 A single bay single storey portal frame has a hinged left support and a fixed right support. It is loaded with$$u.d.l$$... GATE CE 1995 The ratio of the stiffness of a beam at the near end when the far end is hinged to the stiffness of the beam at the near... GATE CE 1994 A single bay portal frame of height$$'h'$$fixed at the base is subjected to a horizontal displacement$$'\delta '$$at... GATE CE 1994 ## Marks 2 More The value of$$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$$pe... GATE CE 2007 Carry-over factor$${C_{AB}}$$for the beam shown in the figure below is ... GATE CE 2006 Vertical reaction developed at$$B$$in the frame below due to the applied load of$$100kN$$(with$$150,000m{...
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 $$EI... GATE CE 2001 A propped cantilever beam of span$$'L'$$is loaded with$$u.d.l$$of intensity$$w$$/unit length, all through the span.... GATE CE 1997 For the frame shown in the Fig. the maximum bending moment in the column is, ... GATE CE 1997 Bending moments at joint$$b$$and$$C$$of the portal frame are respectively, ... GATE CE 1996 Rotational stiffness-coefficient,$${K_{11}}$$for the frame having two members of equal$$EI/L$$is given by. ... GATE CE 1996$$M$$-$$\theta  relationship for a simply supported beam shown below is given by ...
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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