1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity
The deflection and slope of the beam at $$'Q'$$ are respectively
2
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity
The deflection of the beam at $$' R '$$ is
3
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$.
When the middle pontoon is brought back to its position as shown in the figure above, the reaction at $$H$$ will be
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$.
When the middle pontoon is removed, the deflection at $$H$$ will be
GATE CE Subjects
Browse all chapters by subject
Engineering Mechanics
General Aptitude
Transportation Engineering
Hydrology
Environmental Engineering
Steel Structures
Engineering Mathematics
Structural Analysis
Geomatics Engineering Or Surveying
Measurement of Area, Volume and Theory of Errors and Survey Adjustment Curves Theodolites and Plane Table Surveying Levelling Traversing Basics of GIS, GPS and Remote Sensing Field Astronomy and Photogrammetric Surveying Linear Measurements and Chain Survey Angular Measurements and Compass Survey Basic Concepts
Reinforced Cement Concrete
Fluid Mechanics and Hydraulic Machines
Construction Material and Management
Strength of Materials Or Solid Mechanics
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization