GATE Civil Engineering Question Paper 2019-20 with Answers

GATE Civil Engineering Question Paper 2019-20 with Answers.

GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2019-20 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2019-20 examination is the procedure to get the admission in M.Tech

GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2019-20 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 2019-20 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2019-20 paper in text for GATE CE you can download GATE CE 2019-20 page also just Go to menu bar, Click on File->then Save.

GATE Civil Engineering Question Paper 2019-20 with Answers

GATE CE 2019-20 Question paper Free Download PDF is available in www.oldquestionpapers.net which has been provided by many students this GATE Civil Engineering 2019-20 paper is available for all the students in FR CE and also GATE CE 2019-20 question paper fully solved i.e with answer keys and solution.

You can get daily updates on GATE CE 2019-20 from www.oldquestionpapers.net here you can also check similar links for other related study materials on GATE Civil Engineering exam. Here GATE CE 2019-20 question is also available in English.

 

A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that a 1-h rainfall of magnitude 10 cm or more will occur in each oftwo successive years is:
(A) 0.04 (B) 0.2 (C)0.02 (D) 0.0004

Q.4 Maximum possible value of Compacting Factor for fresh (green) concrete is:
(A) 0.5 (B) 1.0 (C) 1.5 (D) 2.0

Q.5 As per IS 800:2007, the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as 
(A) plastic section (B) compact section
(C) semi-compact section (D) slender section

Q.6 The creep strains are
(A) caused due to dead loads only
(B) caused due to live loads only
(C) caused due to cyclic loads only
(D) independent of loads

The ‘plane section remains plane’ assumption in bending theory implies:
(A) strain profile is linear
(B) stress profile is linear
(C) both strain and stress profiles are linear
(D)shear deformations are neglected

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