GATE Syllabus for Computer Science and Information Technology [pdf], Click Here. Guidance. GATE CS Pattern & Syllabus · GATE CS GATE - Guide - Civil Engineering. Price: INR September 15, at pm. GATE Exam. Get all set of GATE CE question papers with solutions. Download free PDF for GATE CE previous year question papers with Civil Engg. GATE. GATE · GATE Admit Card · GATE Syllabus GATE Civil Set 1. Check out GATE Syllabus and exam pattern for Civil Engineering Exam. The Exam Structure and Syllabus for GATE in Civil Engg. is given in this post.

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GATE Syllabus - Candidates can now download the Syllabus of GATE as announced by IISc Bangalore for 23 GATE Papers such as EE, CSE, ME , ECE and CE. for Syllabus. General Aptitude (GA) COMPULSORY PAPER. pdf . 1. Syllabus for Civil Engineering (CE). ENGINEERING MATHEMATICS. Linear Algebra: Matrix algebra, Systems of linear equations, Eigen values and. GATE Syllabus for Civil Engineering [pdf], Click Here GATE General Aptitude(Verbal & Numerical Ability) Previous GATE Questions with Solutions.

Jump to navigation. Linear Algebra: Matrix algebra; Systems of linear equations; Eigen values and Eigen vectors. Functions of single variable; Limit, continuity and differentiability; Mean value theorems, local maxima and minima, Taylor and Maclaurin series; Evaluation of definite and indefinite integrals; Partial derivatives; Total derivative; Gradient, Divergence and Curl, Vector identities, Directional derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green's theorems. First order linear and non-linear equations; higher order linear equations with constant coefficients; Euler-Cauchy equations; Laplace transform and its application in solving linear ODEs; initial and boundary value problems. Solutions of one dimensional diffusion equation 2nd order wave equation. Probability and Statistics:

Matrix algebra; Systems of linear equations; Eigen values and Eigen vectors. Functions of single variable; Limit, continuity and differentiability; Mean value theorems, local maxima and minima, Taylor and Maclaurin series; Evaluation of definite and indefinite integrals; Partial derivatives; Total derivative; Gradient, Divergence and Curl, Vector identities, Directional derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green's theorems.

First order linear and non-linear equations; higher order linear equations with constant coefficients; Euler-Cauchy equations; Laplace transform and its application in solving linear ODEs; initial and boundary value problems.

Solutions of one dimensional diffusion equation 2nd order wave equation. Probability and Statistics: Definitions of probability and sampling theorems; Conditional probability; Discrete Random variables: Poisson and Binomial distributions; Continuous random variables: Numerical solutions of linear and non-linear algebraic equations; Numerical differentiation, Integration by trapezoidal and Simpson's rule, single and multi-step methods for first order differential equations.

System of forces, free-body diagrams, equilibrium equations; Internal forces in structures; Friction and its applications; Kinematics of point mass and rigid body; Centre of mass; Euler's equations of motion; Impulsemomentum; Energy methods; Principles of virtual work.

Solid Mechanics: Bending moment and shear force in statically determinate beams; Simple stress and strain relationships; Theories of failures; Simple bending theory, flexural and shear stresses, shear centre; Uniform torsion, buckling of column, combined and direct bending stresses.

Principal stresses, stress transformation, Mohr's circle, unsymmetrical bending, thin walled pressure vessels. Structural Analysis: Slope deflection and moment distribution methods; Influence lines; Stiffness and flexibility methods of structural analysis.

Construction Materials: Structural steel - composition, material properties and behaviour; Concrete - constituents, mix design, short-term and long-term properties; Bricks and mortar; Timber; Bitumen. Construction Management: Concrete Structures: Working stress, Limit state and Ultimate load design concepts; Prestressed concrete; Analysis of beam sections at transfer and service loads.

Design of members subjected to flexure, shear, compression and torsion by limit state methods. Steel Structures: Design of tension and compression members, beams and beam- columns, column bases; Connections - simple and eccentric, beam-column connections, plate girders and trusses; Plastic analysis of beams and frames.

Working stress and limit state design concepts Section 3: Geotechnical Engineering.

Soil Mechanics: Origin of soils; Three-phase system and phase relationships, index properties;Permeability - one dimensional flow, Darcy's law; Seepage through soils - two-dimensional flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force and quicks and condition; Compaction in laboratory and field conditions; One- dimensional consolidation, time rate of consolidation; Mohr's circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand.

Soil structure and fabric,unified and indian standard soil classification system. Foundation Engineering: Sub-surface investigations - scope, drilling bore holes, sampling, plate load test, standard penetration and cone penetration tests; Earth pressure theories - Rankine and Coulomb; Stability of slopes - finite and infinite slopes; Stress distribution in soils - Boussinesq's and Westergaard's theories, pressure bulbs; Shallow foundations - Terzaghi's and Meyerhoff's bearing capacity theories, effect of water table; Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and clays; Deep foundations - types of piles, dynamic and static formulae, load capacity of piles in sands and clays, pile load test, negative skin friction.

Fluid Mechanics: Properties of fluids, fluid statics; Continuity, momentum, energy and corresponding equations; Potential flow, applications of momentum and energy equations; Laminar and turbulent flow; Flow in pipes, pipe networks; Concept of boundary layer and its growth.

Forces on immersed bodies; Flow measurement in channels and pipes; Dimensional analysis and hydraulic similitude; Kinematics of flow, velocity triangles; Basics of hydraulic machines, specific speed of pumps and turbines; Channel Hydraulics - Energy-depth relationships, specific energy, critical flow, slope profile, hydraulic jump, uniform flow and gradually varied flow.

Hydrologic cycle, precipitation, evaporation, evapo-transpiration, watershed, infiltration, unit hydrographs, hydrograph analysis, flood estimation, reservoir capacity, reservoir and channel routing; Application of Darcy's law. Flood routing,surface run-off models,ground water hydrology-steady state well hydraullics and aquifers.

Duty, delta, estimation of evapo-transpiration; Crop water requirements; Design of lined and unlined canals, head works, gravity dams and spillways; Design of weirs on permeable foundation; Types of irrigation systems, irrigation methods; Water logging and drainage.

Each question under this group will carry two marks. Linked answer questions: These questions are of problem solving type.

A problem statement is followed by two questions based on the problem statement. The two questions are designed such that the solution to the second question depends upon the answer to the first one. In other words, the first answer is an intermediate step in working out the second answer. Each question in such linked answer questions will carry two marks.

The GATE exam is not very easy to crack and requires a smart study plan, focus and grit to score well. Practical and in-depth knowledge of concepts and theories is very essential to fetch high marks.

The GATE examination has multiple choice and numerical type of questions, hence it requires lot of practice to score high marks.

Previous year question papers can help a lot.

A thorough Practice can help to analyze weak areas and you can concentrate on revising them. Also, time your speed of solving the papers to get accustomed to attempting within the allotted time. Concentrate on both theory as well as numerical problems.

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