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# Gate 2014 civil engineering books pdf

Download GATE Civil Engineering Previous Years Question Papers Collections With Key (Solutions). Link is Successfully Activated to save the Book/Material ( PDF) DOWNLOAD – SET 1 – GATE Question Paper with Solution (Key). GATE Civil Engineering Set 1 question papers and answer key sheet free download in PDF. Get GATE question papers and answer. [PDF] Civil Engineering GATE Previous Years Question. . Workbook Answer Unit 6, Engineering Drawing Book M A Parker, Income Tax. Author: SHERISE PERINE Language: English, Spanish, German Country: Colombia Genre: Children & Youth Pages: 191 Published (Last): 26.03.2016 ISBN: 863-9-61167-776-1 ePub File Size: 27.43 MB PDF File Size: 15.50 MB Distribution: Free* [*Regsitration Required] Downloads: 39519 Uploaded by: MABELLE

Download Civil Engineering GATE to Solved Papers , , , , , , , , ,, GATE Civil engineering papers. For more books keep an eye on our Facebook page. Civil Engineering full Comprehensive solutions of GATE previous questions Subject-wise and year-wise. Download free pdfs The Gate Hunt - GATE| IES| Jobs| Books| Engineering| Science b) [PDF] Civil GATE Complete Paper Solution (Set 1) · c) [PDF] Structural Analysis (GATE ). Getting the books gate notes for civil engineering now is not type of challenging means. [PDF] Civil Engineering: Through Objective Type Questions By S P Gupta paperback, prioritization delegation and assignment elsevier e book.

Industrial Engineering. Both these sections are compulsory. Some questions may be of numerical answer type. More than one answer bubbled against a question will be treated as an incorrect response. Numerical computation, numerical estimation, numerical reasoning and data interpretation. Match the stress-strain curves with the corresponding materials. The probability of obtaining at most one negative value in five trials is A 1 32 B 2 32 C 3 32 D 6 32 Q.

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## GATE Solved Papers | Gate Previous Year Solved Papers | Free Download Gate Question papers

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## Gate Previous Year Solved Papers

Design of Steel Structure. Engineering Mathematics. Environmental Engineering. Fluid Mechanics and Hydraulic Machines. Geotechnical Engineering. Highway Engineering and Surveying. Irrigation Engg. Strength of Materials. Structural Analysis. Chemical Reaction Engineering. Chemical Technology. Fluid Mechanics and Mechanical Operations. General Aptitude. Heat Transfer. Instrumentation and Process Control. Mass Transfer and Transport Phenomenon.

Plant Design and Economics. Process Calculations. Compiler Design. Computer Network. Digital Logic. MatrixP has 4 rows and 2 columns, matrix has 2 rows and 4 columns, and matrixRhas 4 rows and 1 column. The probability that a 1-h rainfall of magnitude 10 cm or more will occur in each oftwo successive years is: Further, IS Find the required development length,I d , for HSD barsin terms of the bar diameter,.

The ratio of buckling load of column P to that of column Q is: Find the force in member RS in kN and report your answer taking tension as positive and compression as negative. Find the magnitude of the shear stress in Nmm 2 in the web at its junction with the top flange. After being completely dried in an oven, the mass of the sample is 1. Specific gravity 0is 2. Unit weight of water is 1u kNm 3.

The degree of saturation of the soil is: Identify the incorrect statement. The expected load on each column is kN. The type of foundation best suited is A isolated footing B raft foundation C pile foundation D combined footing Q.

Mach Number 1. Ratio of inertial force and gravitational force Q. Reynolds Number 2. Ratio of fluid velocity and velocity of sound R.

Weber Number 3. Ratio of inertial force and viscous force S. Froude Number 4. Ratio of inertial force and surface tension force The correct match of dimensionless parameters in Group- I with ratios in Group-II is: The magnitude of discharge occurring between the stream lines passing through points 0,3 and 3,4 is: Group-I gives a list of parameters and Group-IIgives the list of titrants.

Alkalinity 1. Hardness 2. Chloride 3. Dissolved oxygen 4. It has 14 sand filters. Surface area of each filter is 50 m 2. What is the loading rate in m 3 du m 2 with two filters out of service for routine backwashing? Assuming that vehicle arrival follows a negative exponential distribution, find out the number of time headways greater than 5 seconds in the above observation?

Following statements are made on turning movements of vehiclesto all directions from both roads. Identify the correct statement: A Merging from left is possible,butdiverging to left is notpossible.

B Both merging from left and diverging to left arepossible. C Merging from left is not possible,butdiverging to left is possible. D Neithermergingfrom left nordivergingto leftispossible. The whole circle bearing of the line AB is: Take the step length as 1.

## GATE Solved Question Papers for Civil Engineering [CE] by AglaSem.Com

Boundary conditions are: Find the magnitude of the bending moment at Q in kNm due to the given loading. The vertical downward displacement, o q , at the loaded point is given by: Find the value of [ correct to 4-decimal places. The ma t to the right A 30 rectangular c sile wires, e ven section.

Assume the n. The beam m of any le that can oc is pre-stresse m the bottom HPo, what is live loadthat of the beam 5 m R Determine e cables ABC mmay be sub ength anywh ccur due to t D 55 ed by means m face of th the maximu this sectiono m? Assume that thepiezometric headis uniform in the sand layer.

The slip will occur at a depth of A 8. The difference between water levels in the reservoirs is 8 m. The Darcy-Weisbachfriction factor of the pipe is 0. The percentage increase in the discharge in the channel is: During transplantation, there is an effective rainfall useful for irrigation of 8 cm.

The approximate minimum size of particles that would be completely removed is: Since the 5 th day fell on Saturday, the final DO readings were taken on next Monday.

On calculation, BOD i. Assume value of BOD rate constant k at standard temperature of 20C as 0. Elevation, m Temperature, C 4 The percent voids filled with bitumen VFB for this specimen is: A B C D Q. The depression angle reading at 2. The horizontal distance between A and B is m.

Height of instrument at station A is 1.

Apply the curvature and refraction correction, and determine the R. A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown.

For a portion of national highway where a descending gradient of 1 in 25 meets with an ascending gradient of 1 in 20, a valley curve needs to be designed for a vehicle travelling at 90 kmphbased on the following conditions. A multistory building with a basement is to be constructed.

The top 4 m consists of loose silt, below which dense sand layer is present up to a great depth. Ground water table is at the surface. The foundation consists of the basement slab of 6 m width which will rest on the top of dense sand as shown in the figure. Effective cohesion c' is zero for both soils. Neglect shape factor and depth factor. Assume that the -index is the same for both the storms.

The number is: A cordial B intimate C secret D pleasant Q. Health A Science: Experiment B Wealth: Peace C Education: Knowledge D Money: The total cost of production is Rs.

## [PDF] Civil Engineering GATE Previous Years Question Papers Collections With Key (Solutions)

By what percentage the price should be increased to maintained the same profit level. Savar is younger to Anshul. Which of the given conclusions is logically valid and is inferred from the above statements? Do not open the seal of the Question Booklet until you are asked to do so by the invigilator. On the right half of the ORS, using ONLY a black ink ball point pen, i darken the bubble corresponding to your test paper code and the appropriate bubble under each digit of your registration number and ii write your registration number, your name and name of the examination centre and put your signature at the specified location.

This Question Booklet contains 16 pages including blank pages for rough work. After you are permitted to open the seal, please check all pages and report discrepancies, if any, to the invigilator.

All these questions are of objective type. Each question has only one correct answer. For each question darken the bubble of the correct answer. More than one answer bubbled against a question will be treated as an incorrect response.

Since bubbles darkened by the black ink ball point pen cannot be erased, candidates should darken the bubbles in the ORS very carefully.

The 2 marks questions include two pairs of common data questions and two pairs of linked answer questions. If the first question in the linked pair is wrongly answered or is unattempted, then the answer to the second question in the pair will not be evaluated. Calculator is allowed whereas charts, graph sheets or tables are NOT allowed in the examination hall.

Rough work can be done on the question paper itself. Blank pages are provided at the end of the question paper for rough work.

Before the start of the examination, write your name and registration number in the space provided below using a black ink ball point pen. I The slope of the bending moment diagram is equal to the shear force. II The slope of the shear force diagram is equal to the load intensity.

III The slope of the curvature is equal to the flexural rotation. IV The second derivative of the deflection is equal to the curvature. The ratio of shear stress to normal effective stress on the failure plane is A 0.

With regard to the above tests, the following two statements are made. I The optimum moisture content is expected to be more for the tests with higher energy.

II The maximum dry density is expected to be more for the tests with higher energy. The backfill material is homogeneous and isotropic, and obeys the Mohr-Coulomb failure criterion.

The major principal stress is A parallel to the wall face and acting downwards B normal to the wall face C oblique to the wall face acting downwards D oblique to the wall face acting upwards Q. Assuming undrained general shear failure and bearing capacity factor of 5. The bed slope is 0. The hydraulic radius in m for a depth of flow of 3. The Froude number of the flow is 0.

The digested sample is then titrated with standard ferrous ammonium sulphate FAS to determine the un-reacted amount of A mercuric sulphate B potassium dichromate C silver sulphate D sulphuric acid Q. At a manhole, the crown of the outgoing sewer should not be higher than the crown of the incoming sewer. Reason [r]: Transition from a larger diameter incoming sewer to a smaller diameter outgoing sewer at a manhole should not be made. A Both [a] and [r] are true and [r] is the correct reason for [a] B Both [a] and [r] are true but [r] is not the correct reason for [a] C Both [a] and [r] are false D [a] is true but [r] is false Q.

The number of conflict points when both roads are one-way is X and when both roads are two-way is Y. Consider the following statements: I Viscosity of X will be higher than that of Y at the same temperature. II Penetration value of X will be lesser than that of Y under standard conditions. The values of x 0 and f x 0 are The probability of obtaining at most one negative value in five trials is A 1 32 B 2 32 C 3 32 D 6 32 Q.

The length of the span and the flexural stiffness are denoted as l and EI, respectively. It is subjected to an axial force P and a moment M at mid-height. The eccentricity of the tendon is measured from the centroid of the cross-section. The applied prestressing force at service is kN. The horizontal length PR is l. The thickness of each plate is 12 mm. The yield stress and the ultimate tensile stress of steel are MPa and MPa, respectively.

The fall of water head was measured after an identical time interval. The ratio of initial to final water heads for the test involving the first specimen was 1. If the coefficient of permeability of the second specimen is 5-times that of the first, the ratio of initial to final water heads in the test involving the second specimen is A 3. The properties of the soil are: The initial average effective stress within the layer is kPa. Assuming Terzaghis theory to be applicable, the primary consolidation settlement rounded off to the nearest mm is A 2 mm B 9 mm C 14 mm D 16 mm Q.

The water level in a piezometer installed at P, mm above Q, is at the ground surface. The water level in a piezometer installed at R, mm below Q, is mm above the ground surface. The vertical effective stress in kPa at Q is A The measured velocities on the centre line at the water surface, 0.

Streamflow velocity 1. Anemometer Q. Evapo-transpiration rate 2.

Penmans method R. Infiltration rate 3. Hortons method S. Wind velocity 4. The total rainfall during this period is mm. The area in ha of the land which can be irrigated with a canal flow of 0. The concentration of hydroxyl ions in the water sample is A 10 9. Flocculating particles are to be produced by chemical coagulation. A column analysis indicated that an overflow rate of 0.

The vehicle damage factor used in the calculation was A 1. In order to provide a stopping sight distance SSD of 80 m, the set back distance in m required from the centre line of the inner lane of the pavement is A 2. Under the jam condition, the average length occupied by the vehicles is 5. The speed versus density relationship is linear. The vertical angles from P and Q to the top of a vertical tower at T are 3 and 5 above horizontal, respectively.

The vertical angles from P and Q to the base of the tower are 0. Neglecting earths curvature and atmospheric refraction, the height in m of the tower is A 6. The flow net around a sheet pile wall is shown in the sketch. The sheet pile wall and the bottom of the soil are impermeable. An activated sludge system sketched below is operating at equilibrium with the following information.

Wastewater related data: Aeration tank related data: The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe, respectively.

The total area of reinforcing bars A s is mm 2. At the ultimate limit state, x u denotes the depth of the neutral axis from the top fibre.

The drainage area of a watershed is 50 km 2. The index is 0.

The peak ordinate occurs at 5 hours. Despite several. 