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1
GATE CE 2014 Set 2
MCQ (Single Correct Answer)
+1
-0.3
The modulus of elasticity, E = 5000$$\sqrt{{\mathrm f}_\mathrm{ck}}$$ where fck is the characteristic compressive strength of concrete, specified in IS:456-2000 is based on
A
Tangent modulus
B
Initial tangent modulus
C
Secant modulus
D
Chord modulus
2
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
Maximum possible value of compaction factor for fresh (green) concrete is
A
0.5
B
1.0
C
1.5
D
2.0
3
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
The cross-section of a thermo-mechanically treated (TMT) reinforcing bar has
A
Soft ferrite-pearlite throughout.
B
Hard martensite throughout
C
A soft ferrite-pearlite core with a hard martensitic rim.
D
A hard martensitic core with a soft pearlite-bainitic rim.
4
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
For limit state of collapse, the partial safety factors recommended by IS 456:2000 for estimating the design strength of concrete and reinforcing steel are respectively
A
1.15 and 1.5
B
1.0 and 1.0
C
1.5 and 1.15
D
1.5 and 1.0
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GATE CE Subjects

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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
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
Strength of Materials Or Solid Mechanics
Shear Stress In Beams Complex Stress Centroid and Moment of Inertia Simple Stresses Pure Bending Shear Force and Bending Moment Columns and Struts Propped Cantilever Beam Torsion Deflection of Beams Thin Cylinder Strain Energy Method
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
Construction Material and Management
Construction Materials Program Evolution Review Technique Critical Path Method
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
General Aptitude
Numerical Ability Logical Reasoning Verbal Ability
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
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
Engineering Mathematics
Complex Variable Numerical Methods Linear Algebra Calculus Probability and Statistics Transform Theory Differential Equations Vector Calculus
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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
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