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## Marks 1

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In a real beam, at an end, the boundary condition of zero slope and zero vertical displacement exists. In the correspond...
GATE CE 1992

## Marks 2

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Two prismatic beams having the same flexural rigidity of $$1000\,kN$$-$${m^2}$$ are shown in the figures. If the mid-s...
GATE CE 2017 Set 2
A $$3$$ $$m$$ long simply supported beam of uniform cross section is subjected to a uniformly distributed load of $$w = ... GATE CE 2016 Set 1 A simply supported reinforced concrete beam of length$$10m$$sags while undergoing shrinkage. Assuming a uniform c... GATE CE 2015 Set 2 For the cantilever beam of span$$3m$$(shown below), a concentrated load of$$20kN$$applied at the free end ... GATE CE 2014 Set 1 A simply supported beam is subjected to a uniformly distributed load of intensity$$w$$per unit length. On half of the ... GATE CE 2012 In the cantilever beam$$PQR$$shown in figure below, the segment$$PQ$$has flexural$$EI$$and the segment$$QR$$has ... GATE CE 2010 In the cantilever beam$$PQR$$shown in figure below, the segment$$PQ$$has flexural$$EI$$and the segment$$QR$$has ... GATE CE 2010 Beam$$GHI$$is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each po... GATE CE 2008 Beam$$GHI$$is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each po... GATE CE 2008 The stepped cantilever is subjected to moments,$$M$$as shown in the figure below. The vertical deflection at the free ... GATE CE 2008 A two span continuous beam having equal spans each of length$$L$$is subjected to a uniformly distributed load$$\omega...
GATE CE 2007
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega... GATE CE 2007 Consider the beam$$AB$$shown in the figure below. Part$$AC$$of the beam is rigid while Part$$CB$$has the flexural ... GATE CE 2006 A$$''H''$$Shaped frame of uniform flexural rigidity$$EI$$is loaded as shown in the figure. The relative outward disp... GATE CE 2003 In the propped cantilever beam carrying a uniformly distributed load of$$w$$-$$kN/m,$$shown in the following figure, t... GATE CE 2002 The bending moment (in$$kN$$-$$m$$units) at the mid-span location$$X$$in the beam with overhangs shown below is equ... GATE CE 2001 For the structure shown below, the vertical deflection at point$$A$$is given by ... GATE CE 2000 A two span beam with an internal hinge is shown below. Conjugate beam corresponding to this beam is... GATE CE 2000 A cantilever beam is shown in the figure. The moment to be applied at free end for zero vertical deflection at the point... GATE CE 1998 A cantilever beam of span$$'L'$$is loaded with a concentrated load$$'P'$$at the free end. Deflection of the beam at ... GATE CE 1997 A propped cantilever beam of span$$L,$$is loaded with uniformly distributed load of intensity$$w/unit$$length, all ... GATE CE 1995 A cantilever beam of span$$l$$subjected to a uniformly distributed load$$'w'$$per unit length resting on a rigid pro... GATE CE 1994 A simply supported beam of span length$$L$$and flexural stiffness$$EI$$has another spring support at the center span... GATE CE 1993 A cantilever beam of span,$$'L'$$is subjected to a downward load of$$800kN$$uniformly distributed over its leng... GATE CE 1992 Two elastic rods$$AB$$and$$BC$$are hinged at$$B$$. The joint$$A$$is a hinged one, joint$$C is over a roller an...
GATE CE 1990

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