GATE CE Question Paper 2009

GATE CE Question Paper 2009GATE CE Question Paper 2009.

GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2009 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2009 examination is the procedure to get the admission in M.Tech

GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2009 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 2009 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2009 paper in text for GATE CE you can download GATE CE 2009 page also just Go to menu bar, Click on File->then Save.

GATE CE Question Paper 2009

GATE CE 2009 Question paper Free Download PDF is available in which has been provided by many students this GATE Civil Engineering 2009 paper is available for all the students in FR CE and also GATE CE 2009 question paper fully solved i.e with answer keys and solution.

You can get daily updates on GATE CE 2009 from here  you can also check similar links for other related study materials on  GATE Civil Engineering exam. Here GATE CE 2009 question is also available in English.


Q.4 A thin walled cylindrical pressure vessel having a radius of 0.5 m and wall thickness of 25 mm is subjected to an internal pressure of 700 kPa. The hoop stress developed is
(A) 14 MPa (B) 1.4 MPa (C) 0.14 MPa (D) 0014 MPa

Q.6 In the theory of plastic bending of beams, the ratio of plastic moment to yield moment is called
(A) shape factor (B) plastic section modulus
(C) modulus of resilience (D) rigidity modulus

Q.7 For limit state of collapse, the partial safety factors recommended by IS 456:2000 for cstimating 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

Q.8 The point within the cross sectional plane of a beam through which the resultant of the external loading on the beam has to pass through to ensure pure bending without twisting of the cross-section of the beam is called
(A) moment centre (B) centroid
(C) shear centre (D) elastic center

Q.9 The square root of the ratio of moment of inertia of the cross section to its cross sectional area is called
(A) second moment of area (B) slenderness ratio
(C) section modulus (D) radius of gyration

Q.10 Deposit with flocculated structure is formed when
(A) clay particles settle on sea bed (B) clay particles settle on fresh water lake bed
(C) sand particles settle on river bed (D) sand particles settle on sea bed


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