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1
GATE CE 2012
MCQ (Single Correct Answer)
+1
-0.3
If a small concrete cube is submerged deep in still water in such a way that the pressure exerted on all faces of the cube is p, then the maximum shear stress developed inside the cube is
A
$$0$$
B
$$\frac{\mathrm p}2$$
C
p
D
2p
2
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
For a body completely submerged in a fluid, the centre of gravity (G) and centre of Buoyancy (O) are known. The body is considered to be in stable equilibrium is
A
O does not coincide with the centre of mass of the displaced fluid
B
G coincides with the centre of mass of the displaced fluid
C
O lies below G
D
O lies above G
3
GATE CE 1996
MCQ (Single Correct Answer)
+1
-0.3
If, for a fluid in motion, pressure at a point is same in all directions then the fluid is
A
a real fluid
B
a Newtonian fluid
C
an ideal fluid
D
a non-Newtonian fluid
4
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
Shear stress develops on a fluid element, if the fluid
A
is at rest
B
if the container is subjected to uniform linear acceleration
C
is inviscid
D
is viscous and the flow is non-uniform
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GATE CE Subjects

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Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
General Aptitude
Numerical Ability Logical Reasoning Verbal Ability
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
Environmental Engineering
Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Sewage System and Sewer Appurtenances Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
Steel Structures
Riveted Joints and Bolted Joints Beams Materials and Specifications Compression Members Eccentric Connections Plate Girder Welded Connections Tension Members
Engineering Mathematics
Vector Calculus Numerical Methods Differential Equations Linear Algebra Complex Variable Probability and Statistics Transform Theory Calculus
Structural Analysis
Matrix Method Methods of Analysis Energy Principle Arches and Cable Truss Stability and Static Indeterminacy Moment Distribution Method Indeterminacy Influence Line Diagram Plastic Analysis Slope Deflection Method
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
Workmenship and Fundamentals Limit State of Serviceability Singly Reinforced Sections Footings Prestressed Concrete Bond Limit State of Collapse Shear Slabs Flanged Beams Limit State of Collapse Compression Limit State of Collapse Torsion Doubly Reinforced Sections
Fluid Mechanics and Hydraulic Machines
Fluid Pressure and Measurement Fluid Dynamics Drag and Lift Dimensional Analysis Flow Through Pipes Hydrostatic Forces Open Channel Flow Hydraulic Machines Boundary Layer Theory Fluid Statics Properties of Fluids
Construction Material and Management
Construction Materials Program Evolution Review Technique Critical Path Method
Strength of Materials Or Solid Mechanics
Simple Stresses Pure Bending Centroid and Moment of Inertia Shear Stress In Beams Complex Stress Strain Energy Method Thin Cylinder Deflection of Beams Columns and Struts Shear Force and Bending Moment Torsion Propped Cantilever Beam
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
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