Moment Distribution Method · Structural Analysis · GATE CE

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Marks 1

GATE CE 2015 Set 1
For the beam shown below, the value of the support moment $$M$$ is ____________ $$KN$$-$$m$$. ...
GATE CE 2015 Set 2
A horizontal beam $$ABC$$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $$A$$ (in $$m$$) is ...
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 end $$A$$ is given by ...
GATE CE 2000
Identify the correct deflection diagram corresponding to the loading in the plane frame shown below : ...
GATE CE 1995
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 $$u.d.l$$ on the beam. Which one of the...
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 end when the far end is fixed...
GATE CE 1994
A single bay portal frame of height $$'h'$$ fixed at the base is subjected to a horizontal displacement $$'\delta '$$ at the top. The base moments dev...

Marks 2

GATE CE 2024 Set 2
The horizontal beam PQRS shown in the figure has a fixed support at point P, an internal hinge at point Q, and a pin support at point R. A concentrate...
GATE CE 2017 Set 1
The value of $$M$$ in the beam $$ABC$$ shown in the figure is such that the joint $$B$$ does not rotate. The value of support reaction (in $$kN$$) ...
GATE CE 2016 Set 2
The portal frame shown in the figure is subjected to a uniformly distributed vertical load $$w$$ (per unit length). The bending moment in the beam...
GATE CE 2014 Set 2
Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in $$kN$$-$$m$$) at $$P$$ (preferably using the moment ...
GATE CE 2013
All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness $$EI$$. Find the magnitude of the bending moment at $$...
GATE CE 2007
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$w$$ per unit length. The beam has co...
GATE CE 2007
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$w$$ per unit length. The beam has co...
GATE CE 2006
Vertical reaction developed at $$B$$ in the frame below due to the applied load of $$100$$ $$kN$$ (with $$150,000$$ $$m{m^2}$$ cross- sectional area a...
GATE CE 2006
Carry-over factor $${C_{AB}}$$ for the beam shown in the figure below is ...
GATE CE 2005
All members of the frame shown below have the same flexural rigidity $$EI$$ and length $$L.$$ If a moment $$M$$ is applied at joint $$B,$$ the rotatio...
GATE CE 2004
The plane frame below is analyzed by neglecting axial deformations. Following statements are made with respect to the analysis : $$1.$$$$\,\,\,\,\,...
GATE CE 2003
The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______ ...
GATE CE 2002
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed e...
GATE CE 2001
The frame below shows three beam elements $$OA, OB$$ and $$OC$$, with identical length $$L$$ and flexural rigidity $$EI$$, subject to an external mome...
GATE CE 1997
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed e...
GATE CE 1997
For the frame shown in the Fig. the maximum bending moment in the column is, ...
GATE CE 1996
$$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 1995
The magnitude of the bending Moment at the fixed support of the beam is equal to ...
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