GATE CE Question Paper 2007.
GATE i.e. Graduate Aptitude Test in Engineering Civil Engineering 2007 Exam has been conducted by IISc Bangalore IIT Bombay IIT Delhi IIT Guwahati IIT Kanpur IIT Kharagpur IIT Madras IIT Roorkee. This GATE CE 2007 examination is the procedure to get the admission in M.Tech
GATE Civil Engineering i.e. CE Question Paper, This GATE CE 2007 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 2007 question paper in pdf file for GATE CE you can download it in FR CE, if GATE Civil Engineering 2007 paper in text for GATE CE you can download GATE CE 2007 page also just Go to menu bar, Click on File->then Save.
GATE CE Question Paper 2007
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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
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 j
(s) force at j due to a unit deformation i
The consumptive use of water for a crop during a particular stage of growth is 2.0 mm/day. The maximum depth of available water in the root zone is 60 mm. Irrigation is required when the amount of available water in the root zone. Frequency of irrigation should be
(a) 10 days (b) 15 days (c) 20 days (d) 25 days
As per the Lacey’s method for design of a alluvail channels, identify the true statement from the
(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
The presence of hardness in excess of permissible limit causes
(a) cardio vascular problems
(b) skin discolouration
(c) calcium deficiency
(d) increased laundry expenses
The dispersion of pollutants in atmosphere is maximum when
(a) environmental lapse rate is greater than adiabatic lapse rate
(b) environmental lapse rate is less than adiabatic lapse rate
(c) environmental lapse rate is equal to adiabatic lapse rate
(d) maximum mixing depth is equal to zero