Vizag Steel 664 JUNIOR TRAINEES requirement
Rashtriya Ispat Nigam Limited (RINL) is the corporate entity of Visakhapatnam Steel Plant (VSP), India’s first shore-based integrated Steel Plant built with state-of-the-art technology and a prime producer of long steel products in the country having extensive market in infrastructure, construction, automobile, electrical and forging industry. With an annual turnover of over Rs16000 crores, VSP is gearing up production to achieve rated capacity of 7.3 Mtpa liquid steel having three Captive Mines and 25 Marketing Branches Pan India. Forged Wheel Plant is another unit of RINL being setup at Raebareli, UP.
QUALIFICATION:
Matric / SSC with full time ITI / Diploma in Engineering in the following Trades/ Disciplines (60% marks in regular ITI / Diploma in Engineering for Gen/OBC-NCL candidates, 50% marks for SC/ST/PWD candidates in all subjects of all semesters / years):
SELECTION PROCEDURE:
Selection will be through Online Computer Based Test followed by Certificate Verification and Medical
Examination to the provisionally selected candidates.
Test Pattern: Test will consist two segments and duration of the test will be 2 hours: Segment-I: 75 Questions pertaining to General Aptitude (i.e Arithmetic, Reasoning, Data
interpretation etc.), General Awareness / General Knowledge and knowledge of English, Segment-II: 75 Questions pertaining to respective technical subject.
RINL invites young, dynamic talented individuals to join as “Junior Trainees” in the following branches:
| Branch | No. of Posts |
| Mechanical | 344 |
| Electrical | 203 |
| Metallurgy | 98 |
| Instrumentation | 19 |
| Total Posts | 644 |
Important Dates
| Online submission of applications | 05 Sept. 2018 |
| Last date of application submission | 25 Sept. 2018 |
Shallow foundation & there types with detail
Foundations may be broadly classified under two heads
Shallow Foundations :A foundation is shallow if its depth is equal to or less than its width.
Deep Foundations : In case of deep foundations, the depth is equal to or greater than its width.
SHALLOW FOUNDATIONS:
From the point of view of design, shallow foundations may be of the following types:
1 Spread footings
2 Combined footings
3 Strap footings
4 Mat foundation
1.Spread footings - Spread footings are those which spread the super-imposed load of wall or column over a larger area. Spread footings support either a column or wall.
Spread footings may be of the following kinds :
Single footing for a column
Stepped footing for a column
Sloped footing for a column
Wall footing without step
Stepped footing for wall
2 Combined footings -Combined Footings a spread footing which supports two or more columns is termed as combined footing. Combined footings are invariably constructed of reinforced concrete. The combined footing for columns will be rectangular in shape if they carry equal Loads. The design of rigid rectangular combined footing should be done in such a way that centre of gravity of column loads coincide with the centroid of the footing area.
If the columns carry unequal loads, the footing is of trapezoidal shape.
Sometimes, It may be required to provide a combined footing for columns and a wall.
The combined footings may be of the following kinds:
Rectangular combined footing
Trapezoidal combined footing
Combined column-wall footings
3 Strap footings - If the independent footings of two columns are connected by a beam, it is called a strap footing. A strap footing may be used where the distance between the columns is so great that a combined trapezoidal footing becomes quite narrow, with high bending moments. In that case, each column is provided with its independent footings and a beam is used to connect the two footings. The strap serves to transfer the column loads on to the soil with equal and uniform soil pressure under both footings.
4 Mat or Raft Foundation -A raft or mat is a combined footing that covers the entire area beneath a structure and supports all the walls and columns.
When the allowable soil pressure is low, or the building Loads are heavy, the use of spread footings would cover more than one half the area and it may prove more economical to use mat or raft foundation. They are also used where the soil mass contains compressible lenses or the soil is sufficiently erratic so that the differential settlement would be difficult to control.
Raft foundation is also used to reduce settlement above highly compressible soils, by making the weight of structure and raft approximately equal to the weight of the soil excavated.
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Shallow Foundations :A foundation is shallow if its depth is equal to or less than its width.
Deep Foundations : In case of deep foundations, the depth is equal to or greater than its width.
SHALLOW FOUNDATIONS:
From the point of view of design, shallow foundations may be of the following types:
1 Spread footings
2 Combined footings
3 Strap footings
4 Mat foundation
1.Spread footings - Spread footings are those which spread the super-imposed load of wall or column over a larger area. Spread footings support either a column or wall.
Spread footings may be of the following kinds :
Single footing for a column
Stepped footing for a column
Sloped footing for a column
Wall footing without step
Stepped footing for wall
 |
| picture credit :BuildingHow |
2 Combined footings -Combined Footings a spread footing which supports two or more columns is termed as combined footing. Combined footings are invariably constructed of reinforced concrete. The combined footing for columns will be rectangular in shape if they carry equal Loads. The design of rigid rectangular combined footing should be done in such a way that centre of gravity of column loads coincide with the centroid of the footing area.
If the columns carry unequal loads, the footing is of trapezoidal shape.
Sometimes, It may be required to provide a combined footing for columns and a wall.
The combined footings may be of the following kinds:
Rectangular combined footing
Trapezoidal combined footing
Combined column-wall footings
 |
| picture credit : Builder's Engineer |
3 Strap footings - If the independent footings of two columns are connected by a beam, it is called a strap footing. A strap footing may be used where the distance between the columns is so great that a combined trapezoidal footing becomes quite narrow, with high bending moments. In that case, each column is provided with its independent footings and a beam is used to connect the two footings. The strap serves to transfer the column loads on to the soil with equal and uniform soil pressure under both footings.
 |
| picture credit : Wikipedia |
4 Mat or Raft Foundation -A raft or mat is a combined footing that covers the entire area beneath a structure and supports all the walls and columns.
When the allowable soil pressure is low, or the building Loads are heavy, the use of spread footings would cover more than one half the area and it may prove more economical to use mat or raft foundation. They are also used where the soil mass contains compressible lenses or the soil is sufficiently erratic so that the differential settlement would be difficult to control.
Raft foundation is also used to reduce settlement above highly compressible soils, by making the weight of structure and raft approximately equal to the weight of the soil excavated.
 |
| picture credit Gharpedia.com |
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Centre of gravity and moment of Inertia hand written notes
Centroid
Moment of Inertia
Product of Inertia
Parallel axis Theorem
Perpendicular axis theorem
Properties of plan areas
Principal axes and principal moments of inertia
Rotation of axes
The centroid, or center of gravity, of any object is the point within that object from which the force of gravity appears to act. • An object will remain at rest if it is balanced on any point along a vertical line passing through its center of gravity.
Moment of Inertia - It is a measure of an object’s resistance to changes to its rotation. Also defined as the capacity of a cross-section to resist bending. . It must be specified with respect to a chosen axis of rotation. • It is usually quantified in m4 or kgm2.
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Slopes and Deflections
Introduction of Slope and deflection
Methods for determining slope and deflection
1 Double integration method (Slopes and Deflections)
2 Macaulay's method ( Slopes and Deflections)
3 Area moment method ( Slopes and Deflections)
4 Conjugate beam method ( Slopes and Deflections)
5 Strain energy method ( Slopes and Deflections)
6. Method of superposition ( Slopes and Deflections)
7 Application of maxwell's reciprocal theorem (Slopes and Deflections)
Deflection of a beam: The deflection at any point on the axis of the beam is the distance between its position before and after loading.
Slope of a beam: slope at any section in a deflected beam is defined as the angle in radian which the tangent at the section makes with the original axis of the beam.
here we provide hand written notes of Slope and deflection for all competitive exams .
basic of irrigation engineering
Global estimates of waters
Definition of Irrigation
Advantages of Irrigation
Disadvantages of Irrigation
Types of Irrigation
surface irrigation
sub surface irrigation
Techniques of water distribution
Quality of irrigation water
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Shear force and Bending moment
Content
Types of loading
Types of support
Types of beam
shear force - (sign convention for shear force )
Bending moment - ( sign convention for bending moment )
Important points about Shear force and Bending moment
Curve tracing for Shear force and Bending moment
Shear force and Bending moment diagrams for beam
Shear force and Bending moment diagrams for frame
Effects of concentrated moment on Shear force and Bending moment diagram
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Types of loading
Types of support
Types of beam
shear force - (sign convention for shear force )
Bending moment - ( sign convention for bending moment )
Important points about Shear force and Bending moment
Curve tracing for Shear force and Bending moment
Shear force and Bending moment diagrams for beam
Shear force and Bending moment diagrams for frame
Effects of concentrated moment on Shear force and Bending moment diagram
Shear force - It is that force which is trying to shear off a beam at a particular section.
Bending moment- It is a reaction offered when a beam (element) is subjected to a force at a distance or a moment causing bending.
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open channel flow hand written notes
Open Channel flow
Open Chanel flow is that type of flow which is neither completely enclosed by the boundaries nor is under any external pressure but gravity. It is subjected to atmospheric pressure. e.g. Rivers, natural and artificial canals, streams, channels etc. Partially filled pipes flow is also an example of open channel flow.
Open Chanel flow is that type of flow which is neither completely enclosed by the boundaries nor is under any external pressure but gravity. It is subjected to atmospheric pressure. e.g. Rivers, natural and artificial canals, streams, channels etc. Partially filled pipes flow is also an example of open channel flow.
 |
contents :
Introduction of open channel flow
Types of flow
Classification of flow
Velocity distribution
Uniform flow
Most economical or most efficient section
Continuity equation
Energy equation
Specific energy
Calculation of critical depth
Channel Transition
Flow measurement in open channel
Non uniform flow in open channel
Surges in open channel
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click here to download open channel flow pdf⏪⏪
Introduction of open channel flow
Types of flow
Classification of flow
Velocity distribution
Uniform flow
Most economical or most efficient section
Continuity equation
Energy equation
Specific energy
Calculation of critical depth
Channel Transition
Flow measurement in open channel
Non uniform flow in open channel
Surges in open channel
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click here to download open channel flow pdf⏪⏪
Truss handwritten notes
There are four main assumptions made in the
analysis of truss
1 Truss members are connected together at their ends only.
2 Truss are connected together by frictionless pins.
3 The truss structure is loaded only at the joints.
4 The weights of the members may be neglected.
In given pdf of truss contains
Types of truss
Methods of analysis of truss
Truss – Example Problem
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1 Truss members are connected together at their ends only.
2 Truss are connected together by frictionless pins.
3 The truss structure is loaded only at the joints.
4 The weights of the members may be neglected.
 |
In given pdf of truss contains
Types of truss
Methods of analysis of truss
Truss – Example Problem
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click here to download pdf of truss⏪⏪⏪
levelling
The art of determining the relative heights of points on the surface of the earth is termed as “levelling.”
Levelling surface is a surface that is perpendicular to the direction of gravity at every point .EX :-Surface of still water in a lack ,surface of a sea which is not affected by tides geoid.
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Levelling surface is a surface that is perpendicular to the direction of gravity at every point .EX :-Surface of still water in a lack ,surface of a sea which is not affected by tides geoid.
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click here to download levelling pdf
compass surveying pdf
Compass survey : It measures the angle between the magnetic meridian and a given line .
Compass are classified into two types
1. Prismatic compass
2. Surveyors compass
Comment which subject or topics of PDF you want?
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Compass are classified into two types
1. Prismatic compass
2. Surveyors compass
Comment which subject or topics of PDF you want?
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