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respected sir can u plz send me the GATE exam for civil engg question papers wide answers and keys for these questions and I wish to choose the M.Tech in STRUCTURAL ENGG plz give some keypoints important for prepare the exam and plus say how many colleges are conduct the M.Tech degree in structural engg

Only those candidate have completed B-TECH in Civil Engineering Department are applicable for Civil department for GATE Exam.

I have attached Some Question Paper of Civil Engineering .

So Please check it out.

This paper are really helpful for you.

For Civil engg.
Dear,
Please find the attached papers.
Hope it will help u.
Good luck.

GATE Stands for Graduate Aptitude Test in Engineering and this examination is conducted by Indian Institute of Science and Seven Indian Institute of Technology.

Syllabus for Civil Engineering :-

Engineering Mathematics :

Linear Algebra
Calculus
Differential equations
Complex Variables
Probability and Statistics
Numerical Methods

Structure Engineering :

Mechanics
Structure Analysis
Concrete Structures
Steel Structures

Geo-technical Engineering :

Solid Mechanics
Foundation Engineering

Water Resource Engineering :

Fluid Mechanics and Hydraulics
Hydrology
Irrigation

Environmental Engineering :

Water Requirements
Air Pollution
Municipal Solid wastes
Noise Pollution

Transportation Engineering :

Highway Planning
Traffic Engineering
Surveying

I am attaching some previous year question papers of GATE Civil Engineering and i hope it is very useful your exam preparation.

More details,Visit the official website :- http://www.iitk.ac.in/gate/gate2012/

Dear,GATE Stands for Graduate Aptitude Test in Engineering and this examination is conducted by Indian Institute of Science and Seven Indian Institute of Technology.

Syllabus for Civil Engineering :-

Engineering Mathematics :

Linear Algebra
Calculus
Differential equations
Complex Variables
Probability and Statistics
Numerical Methods

Structure Engineering :

Mechanics
Structure Analysis
Concrete Structures
Steel Structures

Geo-technical Engineering :

Solid Mechanics
Foundation Engineering

Water Resource Engineering :

Fluid Mechanics and Hydraulics
Hydrology
Irrigation

Environmental Engineering :

Water Requirements
Air Pollution
Municipal Solid wastes
Noise Pollution

Transportation Engineering :

Highway Planning
Traffic Engineering
Surveying

I am attaching some previous year question papers of GATE Civil Engineering and i hope it is very useful your exam preparation.

More details,Visit the official website :- http://www.iitk.ac.in/gate/gate2012/

GATE: 2007
CE: CIVIL ENGINEERING
Q.1 – Q.20 Carry One Mark Each
Q.1 The minimum and the maximum eigen values of the matrix
1 1 3
1 5 1
3 1 1


 
 
 
are -2 and
6, respectively. What is the other eigen value?
(A) 5 (B) 3 (C) 1 (D) -1
Q.2 The degree of the differential equation
2
3
2 2
d x
x
dt
+ = 0 is
(A) 0 (B) 1 (C) 2 (D) 3
Q.3 The solution for the differential equation 2 dy
x y
dx
= with condition that y = 1 at
x=0 is
(A)
3 1 3 2
2 ( ) ln( ) 4 ( ) ln( ) ( ) 3
3 2
x
x x x
y = e B y = + C y = d y = e
Q.4 An axially loaded bar is subjected to a normal stress of 173 MPa. The shear stress
in the bar is
(A) 75MPa (B) 86.5MPa (C) 100MPa (D) 122.3MPa
Q.5 A steel column, pinned at both ends, has a buckling load of 200kN. If the column
is restrained against lateral movement at its mid-height, its buckling load will be
(A) 200kN (B) 283kN (C) 400kN (D) 800kN
Q.6 The stiffness coefficient kij indicates
(A) force at i due to a unit deformation at j.
(B) deformation at j due to a unit force at i.
(C) deformation at i due to a unit force at j.
(D) force at j due to a unit deformation at i.
Q.7 For an isotropic material, the relationship between the Young’s modulus (E),
shear modulus (G) and Poisson’s ratio (μ) is given by
( ) ( ) ( ) ( )
2(1 ) 2(1 ) (1 2 ) 2(1 )
E G E E
A G B E C G D G
μ μ μ μ
= = = =
+ + + −
½CE½Civil Engineering: Gate 2007 Paper
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© All rights reserved by GATE Forum Educational Services Pvt. Ltd., www.gateforum.com No part of this booklet may be reproduced or
utilized in any form without the written permission. Discuss this questions paper at www.gatementor.com. 2
Q.8 A clay soil sample is tested in triaxial apparatus in consolidated-drained
conditions at a cell pressure of 100 kN/m2. What will be the pore water pressure at
a deviator stress of 40kN/m2?
(A) 0kN /m2 (B) 20kN/m2 (C) 40kN/m2 (D) 60kN/m2
Q.9 The number of blows observed in a Standard Penetration Test (SPT) for different
penetration depths are given as follows.
Penetration of sampler Number of blows
0-150mm 6
150-300mm 8
300-450mm 10
The observed N value is
(A) 8 (B) 14 (C) 18 (D) 24
Q.10 The vertical stress at some depth below the corner of a 2m x 3m rectangular
footing due to a certain load intensity is 100 kN / m2 below the centre of a
4m x 6m rectangular footing at the same depth and same load intensity?
(A) 25 (B) 100 (C) 200 (D) 400
Q.11 There is a free overfall at the end of a long open channel. For a given flow rate,
the critical depth is less than the normal depth. What gradually varied flow profile
will occur in the channel for this flow rate?
(A) M1 (B) M2 (C) M3 (D) S1
Q.12 The consumptive use of water for a crop during a particular stage of growth is
2.0mm / day. The maximum depth of available water is the root zone is 60mm.
Irrigation is required when the amount of available water is 50% of the maximum
available water in the root zone. Frequency of irrigation should be
(A) 10 days (B) 15days (C) 20days (D) 25days
Q.13 As per the Lacey’s method for design of alluvial channels, identity the true
statement from the following
(A) Wetted perimeter increases with an increase in design discharge
(B) Hydraulic radius increases with an increase in silt factor.
(C) Wetted perimeter decreases with an increase in design discharge.
(D) Wetted perimeter increases with an increase in silt factor.
Q.14 At two points 1 and 2 in a pipeline the velocities are V and 2V, respectively. Both
the points are at the same elevation. Both the points are at the same elevation. The
½CE½Civil Engineering: Gate 2007 Paper
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© All rights reserved by GATE Forum Educational Services Pvt. Ltd., www.gateforum.com No part of this booklet may be reproduced or
utilized in any form without the written permission. Discuss this questions paper at www.gatementor.com. 3
fluid density is r. The flow can be assumed to be in compressible, inviscid

Syllabus for Civil Engineering :-
Engineering Mathematics :
Linear AlgebraCalculus
Differential equations
Complex Variables
Probability and Statistics
Numerical Methods
Structure Engineering :
Mechanics
Structure Analysis
Concrete Structures
Steel Structures
Geo-technical Engineering :
Solid Mechanics
Foundation Engineering
Water Resource Engineering :
Fluid Mechanics and Hydraulics
Hydrology
Irrigation
Environmental Engineering :
Water Requirements
Air Pollution
Municipal Solid wastes
and many more branch papers

i am finding some difficulties in understandin this topic?g some concepts in traffic engineering. can i get some videos regarding