GATE CE Question Paper 2005

GATE CE Question Paper 2005GATE CE Question Paper 2005.

GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2005 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2005 examination is the procedure to get the admission in M.Tech

GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2005 Question will help all the students for their exam preparation, here the question type is MCQ i.e multiple choice question answers, if this GATE CE 2005 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2005 paper in text for GATE CE you can download GATE CE 2005 page also just Go to menu bar, Click on File->then Save.

GATE CE Question Paper 2005

GATE CE 2005 Question paper Free Download PDF is available in which has been provided by many students this GATE Civil Engineering 2005 paper is available for all the students in FR CE and also GATE CE 2005 question paper fully solved i.e with answer keys and solution.

You can get daily updates on GATE CE 2005 from here  you can also check similar links for other related study materials on  GATE Civil Engineering exam. Here GATE CE 2005 question is also available in English.

Consider a non-homogeneous system of linear equations representing mathematically an overdetermined system. Such a system will be
(a) consistent having a unique solution (b) consistent having a many solutions
(c) inconsistent having a unique solution (d) inconsistent having no solution

Which one of the following statement is NOT true ?
(a) The measure of skewness is dependent upon the amount of dispersion
(b) In a symmetric distribution, the values of mean, mode and median are the same
(c) In a positively skewed distribution : mean > median > mode
(d) In a negatively skewed distribution : mode > mean > median

The symmetry of stress tensor at a point in the body under equilibrium is obtained from
(a) conservation of mass (b) force equilibrium equations
(c) moment equilibrium equations (d) conservation of energy

The components of strain tensor at a point in the plane strain case can be obtained by measuring longitudinal strain in following directions
(a) along any two arbitrary directions
(b) along any three arbitrary directions
(c) along two mutually orthogonal directions
(d) along any arbitrary direction

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