Login
Register
Dark Mode
Brightness
Ambient Glow – Questions list
Register
Profile
Edit Profile
Messages
My favorites
My Updates
Logout
Filter
User Milicevic3306
Wall
Recent activity
All questions
All answers
All comments
Exams Taken
Resume
All Blogs
Questions by Milicevic3306
0
0 votes
0
0 answers
GATE2015-1-11
A fine-grained soil has $60 \%$ (by weight) slit content. The soil behaves as $\textit{semi-solid}$ when water content is between $15 \%$ and $28 \%$. The soil behaves $\...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
moisture-content-test
+
–
0
0 votes
0
0 answers
GATE2015-1-12
Which of the following statements is TRUE for the relation between discharge velocity and seepage velocity?Seepage velocity is always smaller than discharge velocitySeepa...
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
discharge-and-seepage-velocity
+
–
0
0 votes
0
0 answers
GATE2015-1-13
Which of the following statements is TRUE for degree of disturbance of collected soil sample?Thinner the sampler wall, lower the degree of disturbance of collected soil s...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
+
–
0
0 votes
0
0 answers
GATE2015-1-14
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from $150$ kPa to $250$ kPa leads to a pore pressure increase $80$ kPa. It ...
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
geotechnical-engineering
foundation-engineering
pore-pressure
triaxial-test
+
–
0
0 votes
0
0 answers
GATE2015-1-15
Which of the following statements is NOT correct?Loose sand exhibits contractive behavior upon shearingDense sand when sheared under undrained condition, may lead to gene...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
geotechnical-engineering
soil-mechanics
characteristics-of-sand
+
–
0
0 votes
0
0 answers
GATE2015-1-16
In a two-dimensional steady flow field, in a certain region of the $x-y$ plane, the velocity component in the $x$-direction is given by $v_x=x^2$ and the density varies a...
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2015-1-17
For steady incompressible flow through a closed-conduit of uniform cross-section, the direction of flow will always be:from higher to lower elevationfrom higher to lower ...
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
0
0 votes
0
0 answers
GATE2015-1-18
A circular pipe has a diameter of $1$ m, bed slope of $1$ in $1000$, and Manning’s roughness coefficient equal to $0.01$. It may be treated as an open channel flow when i...
asked
Mar 26, 2018
Water Resources Engineering
gate2015-ce-1
water-resources-engineering
hydraulics
flow-measurement-in-channel-and-pipes
+
–
0
0 votes
0
0 answers
GATE2015-1-19
The two columns below show some parameters and their possible values.$\begin{array}{ll} \textbf{Parameter} & \textbf{Value} \\ P – \text{ Gross Command Area} & I – 100 \t...
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-1
concrete-structures
structural-engineering
design-of-columns
+
–
0
0 votes
0
0 answers
GATE2015-1-20
Total Kjeldahl Nitrogen (TKN) concentration (mg/L as N) in domestic sewage is the sum of the concentrations oforganic and inorganic nitrogen in sewageorganic nitrogen and...
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-1
water-and-waste-water-quality-and-treatment
environmental-engineering
sewage-treatment
+
–
0
0 votes
0
0 answers
GATE2015-1-21
Solid waste generated from an industry contains only two components, X and Y as shown in the table below.$$\begin{array}{ccc} \textbf{Component} & \textbf{Composition} & ...
asked
Mar 26, 2018
Municipal Solid Wastes
gate2015-ce-1
municipal-solid-wastes
environmental-engineering
engineered-system-for-solid-waste-management
+
–
0
0 votes
0
0 answers
GATE2015-1-22
The penetration value of a bitumen sample tested at $25^{\circ}C$ is $80$. When this sample is heated to $60^{\circ}C$ and tested again, the needle of the penetration tes...
asked
Mar 26, 2018
Highway Pavements
gate2015-ce-1
numerical-answers
transportation-engineering
highway-pavements
desirable-properties-of-bitumen
tests-on-bitumen
+
–
0
0 votes
0
0 answers
GATE2015-1-23
Which of the following statements CANNOT be used to describe free flow speed $(u_f)$ of a traffic stream?$(u_f)$ is the speed when flow is negligible$(u_f)$ is the speed ...
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
0 votes
0
0 answers
GATE2015-1-24
Which of the following statements is FALSE?Plumb line is along the direction of gravityMean Sea Level (MSL) is used as a reference surface for establishing the horizontal...
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
levelling
mean-sea-level
+
–
0
0 votes
0
0 answers
GATE2015-1-25
In a closed loop traverse of $1$ km total length, the closing errors in departure and latitude are $0.3$ m and $0.4$ m, respectively. The relative precision of this trave...
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
traversing-survey
+
–
0
0 votes
0
0 answers
GATE2015-1-26
The smallest and largest Eigen values of the following matrix are:$\begin{bmatrix} 3 & -2 & 2 \\ 4 & -4 & 6 \\ 2 & -3 & 5 \end{bmatrix}$$1.5$ and $2.5$$0.5$ and $2.5$$1.0...
asked
Mar 26, 2018
Linear Algebra
gate2015-ce-1
linear-algebra
matrices
eigen-values
+
–
0
0 votes
0
0 answers
GATE2015-1-27
The quadratic equation $x^2 – 4x +4 =0$ is to be solved numerically, starting with the initial guess $x_0=3$. The Newton-Raphson method is applied once to get a new estim...
asked
Mar 26, 2018
Numerical Methods
gate2015-ce-1
numerical-answers
numerical-methods
newton-raphson-method
+
–
0
0 votes
0
0 answers
GATE2015-1-28
Consider the following differential equation:$$x(y\:dx +x\:dy) \cos \dfrac{y}{x}=y(x\:dy-y\:dx) \sin \dfrac{y}{x}$$Which of the following is the solution of the above equ...
asked
Mar 26, 2018
Ordinary Differential Equation (ODE)
gate2015-ce-1
ordinary-differential-equation
+
–
0
0 votes
0
0 answers
GATE2015-1-29
Consider the following complex function:$$f(z) = \frac{9}{(z-1)(z+2)^2}$$Which of the following is one of the residues of the above function?$-1$$9/16$$2$$9$
asked
Mar 26, 2018
Calculus
gate2015-ce-1
calculus
complex-function
+
–
0
0 votes
0
0 answers
GATE2015-1-30
The directional derivative of the field $u(x,y,z) = x^2-3yz$ in the direction of the vector $(\hat{i}+\hat{j}-2 \hat{k})$ at point $(2, -1, 4)$ is _________.
asked
Mar 26, 2018
Calculus
gate2015-ce-1
numerical-answers
calculus
vector-identities
directional-derivatives
+
–
0
0 votes
0
0 answers
GATE2015-1-31
The composition of an air-entrained concrete is given below:$\begin{array}{lcr} \text{Water} & : & 184 \: kg/m^3 \\ \text{Ordinary Portland Cement (OPC)} & : & 368 \: kg/...
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
concrete-structures
air-entrained-concrete
+
–
0
0 votes
0
0 answers
GATE2015-1-32
The bracket plate connected to a column flange transmits a load of $100$ kN as shown in the following figure. The maximum force for which the bolts should be designed is ...
asked
Mar 26, 2018
Steel Structures
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
bracket-connection
plates
+
–
0
0 votes
0
0 answers
GATE2015-1-33
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from $IS:456-2000$ are also given below (right fi...
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
+
–
0
0 votes
0
0 answers
GATE2015-1-34
For formation of $\textit{collapse mechanism}$ in the following figure, the minimum value of $P_u$ is $cM_p/L$. $M_p$ and $3M_p$ denote the plastic moment capacities of b...
asked
Mar 26, 2018
Steel Structures
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
concept-of-plastic-analysis-in-beams
+
–
0
0 votes
0
0 answers
GATE2015-1-35
A tapered circular rod of diameter varying from $20$ mm to $10$ mm is connected to another uniform circular rod of diameter $10$ mm as shown in the following figure. Both...
asked
Mar 26, 2018
Solid Mechanics
gate2015-ce-1
numerical-answers
structural-engineering
solid-mechanics
modulus-of-elasticity
+
–
0
0 votes
0
0 answers
GATE2015-1-36
Two beams are connected by a linear spring as shown in the following figure. For a load $P$ as shown in the figure, the percentage of the applied load $P$ carried by the ...
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-1
numerical-answers
concrete-structures
structural-engineering
transfer-and-service-loads
beams
+
–
0
0 votes
0
0 answers
GATE2015-1-37
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kN-m. For member $XY$, assume $AE=30$ kN, where $A$ is cross-section ...
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-1
numerical-answers
structural-analysis
structural-engineering
trusses
strain-energy
+
–
0
0 votes
0
0 answers
GATE2015-1-38
An earth embankment is to be constructed with compacted cohesionless soil. The volume of the embankment is $5000 \: m^3$ and the target dry unit weight is $16.2 \: kN/m^3...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
earth-embankment
void-ratio
+
–
0
0 votes
0
0 answers
GATE2015-1-39
A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter $3$ m and depth of embedment $1$ m has been designed to su...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
+
–
0
0 votes
0
0 answers
GATE2015-1-40
A $20$ m thick clay layer is sandwiched between a silty sand layer and a gravelly sand layer. The layer experiences $30$ mm settlement in $2$ years.Given:$T_v = \begin{ca...
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
settlement-analysis-in-sands-and-clays
+
–
0
0 votes
0
0 answers
GATE2015-1-41
A non-homogeneous soil deposit consists of a silt layer sandwiched between a fine-sand layer at top and a clay layer below. Permeability of the silt layer is $10$ times t...
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
permeability
+
–
0
0 votes
0
0 answers
GATE2015-1-42
A square footing $(2\:m \times 2\:m)$ is subjected to an inclined point load, $P$ as shown in the figure below. The water table is located well below the base of the foot...
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
square-footing
+
–
0
0 votes
1
1 answer
GATE2015-1-43
Two reservoirs are connected through a $930$ m long, $0.3$ m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient $=0.5$) and the valve is ...
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
reservoir
+
–
0
0 votes
0
0 answers
GATE2015-1-44
A hydraulic jump is formed in a $2$ m wide rectangular channel which is horizontal and frictionless. The post-jump depth and velocity are $0.8$ , and $1$ m/s, respectivel...
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
hydraulic-jump
+
–
0
0 votes
0
0 answers
GATE2015-1-45
A short reach of a $2$ m wide rectangular open channel has its bed level rising in the direction of flow at a slope of $1$ in $10000$. It carries a discharge of $4 m^3/s$...
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
0 votes
0
0 answers
GATE2015-1-46
The drag force, $F_D$, on a sphere kept in a uniform flow field, depends on the diameter of the sphere $D$; flow velocity, $V$, fluid density, $\rho$; and dynamic viscosi...
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
fluid-mechanics
water-resources-engineering
dimensional-analysis
flow-in-pipes
+
–
0
0 votes
1
1 answer
GATE2015-1-47
In a catchment, there are four rain-gauge stations, $P, Q, R$, and $S$. Normal annual precipitation values at these stations are $780$ mm, $850$ mm, $920$ mm, and $980$ m...
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
precipitation
+
–
0
0 votes
1
1 answer
GATE2015-1-48
The $4$-hr unit hydrograph for a catchment is given in the table below. What would be the maximum ordinate of the S – curve (in $m^3/s$) derived from this hydrograph?$$\b...
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
+
–
0
0 votes
0
0 answers
GATE2015-1-49
The concentration of Sulfur Dioxide $(SO_2)$ in ambient atmosphere was measured as $30 \: \mu g /m^3$. Under the same conditions, the above $SO_2$ concentration expressed...
asked
Mar 26, 2018
Air Pollution
gate2015-ce-1
numerical-answers
environmental-engineering
air-pollution
air-quality-standards-index-and-limits
+
–
0
0 votes
0
0 answers
GATE2015-1-50
Consider a primary sedimentation tank (PST) in a water treatment plant with Surface Overflow Rate (SOR) of $40\:m^3/m^2/d$. The diameter of the spherical particle which w...
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-1
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
water-treatment-plant
+
–
Page:
« prev
1
...
5
6
7
8
9
10
11
...
15
next »