Scales
THIS SLIDE CONTAINS WHOLE SYLLABUS OF ENGINEERING DRAWING/GRAPHICS. IT IS THE MOST SIMPLE AND INTERACTIVE WAY TO LEARN ENGINEERING DRAWING.SYLLABUS IS RELATED TO rajiv gandhi proudyogiki vishwavidyalaya / rajiv gandhi TECHNICAL UNIVERSITY ,BHOPAL.
For those students who start there career in technical line like ITI, Diploma, Engineering of any field this ppt is helpful for them to understand the Engineering Drawing and Its Basic concepts of Orthographics Projection with very good images.
in Engineer’s language scale means the proportion or ratio between the dimensions adopted for the drawing and the corresponding dimensions of the object.
Download the original presentation for animation and clear understanding. This Presentation describes the concepts of Engineering Drawing of VTU Syllabus. However same can also be used for learning drawing concepts. Please write to me for suggestions and criticisms here: hareeshang@gmail.com or visit this website for more details: www.hareeshang.wikifoundry.com.
Scales
THIS SLIDE CONTAINS WHOLE SYLLABUS OF ENGINEERING DRAWING/GRAPHICS. IT IS THE MOST SIMPLE AND INTERACTIVE WAY TO LEARN ENGINEERING DRAWING.SYLLABUS IS RELATED TO rajiv gandhi proudyogiki vishwavidyalaya / rajiv gandhi TECHNICAL UNIVERSITY ,BHOPAL.
For those students who start there career in technical line like ITI, Diploma, Engineering of any field this ppt is helpful for them to understand the Engineering Drawing and Its Basic concepts of Orthographics Projection with very good images.
in Engineer’s language scale means the proportion or ratio between the dimensions adopted for the drawing and the corresponding dimensions of the object.
Download the original presentation for animation and clear understanding. This Presentation describes the concepts of Engineering Drawing of VTU Syllabus. However same can also be used for learning drawing concepts. Please write to me for suggestions and criticisms here: hareeshang@gmail.com or visit this website for more details: www.hareeshang.wikifoundry.com.
Intersection OF SOLIDES
THIS SLIDE CONTAINS WHOLE SYLLABUS OF ENGINEERING DRAWING/GRAPHICS. IT IS THE MOST SIMPLE AND INTERACTIVE WAY TO LEARN ENGINEERING DRAWING.SYLLABUS IS RELATED TO rajiv gandhi proudyogiki vishwavidyalaya / rajiv gandhi TECHNICAL UNIVERSITY ,BHOPAL.
introduction of engineering graphics ,projection of points,lines,planes,solids,section of solids,development of surfaces,isometric projection,perspective projection
Intersection OF SOLIDES
THIS SLIDE CONTAINS WHOLE SYLLABUS OF ENGINEERING DRAWING/GRAPHICS. IT IS THE MOST SIMPLE AND INTERACTIVE WAY TO LEARN ENGINEERING DRAWING.SYLLABUS IS RELATED TO rajiv gandhi proudyogiki vishwavidyalaya / rajiv gandhi TECHNICAL UNIVERSITY ,BHOPAL.
introduction of engineering graphics ,projection of points,lines,planes,solids,section of solids,development of surfaces,isometric projection,perspective projection
Increasing travel congestion has been a growing concern to engineers and planners of the states’ DOT, responsible local agencies, the general public and elected officials due to its impact on mobility and economy.
Congestion, in general, reduces the capacity of the roadway and makes the traffic condition unstable.
As congestion increases, reliability of travel becomes an increasingly important attribute for users of transportation networks
The focus of this paper is to develop and illustrate the working of a geographic information systems GIS based methodology to estimate congestion and assess reliability of links on a road network considering both recurring and nonrecurring congestion components by time period of the day.
The estimated reliability can be used to identify optimal travel paths and make better routing decisions
For this research data collected was for the city of Charlotte in Mecklenburg County, North Carolina which are used to demonstrate the methodology.
Moscow, ID case study traffic operationKushal Patel
This presentation shows a case study conducted at a intersection at Moscow, ID. provides a brief outline about the points to be considered for analyzing a intersection.
http://www.hcmguide.com/index.htm
This case study investigates a situation at the University of Florida regarding the impacts of a new parking structure on Museum Road in Gainesville, Florida. The increased traffic to and from the new structure would access this facility via a two-way stop-controlled intersection, but alternatives are being analyzed to determine the best solution for this and adjacent intersections along Museum Road. Pedestrian, bicycle, and transit-related activities are high within this section of Museum Road, and so the solution must be sensitive to and consider all travel modes.
Enviromental impact assesment for highway projectsKushal Patel
Environmental Impact Assessment (EIA) is a tool to study various impact to be occurred due to new development actions.
Transportation Project are the projects which provides ease to the movement of vehicles.
This Paper presents a case study for analysis of EIA for a transportation project. This Paper would provide a methodology which will allow transportation planers to make a cost effective coordination of environmental information and data management.
The results assess the environmental vulnerability around the road and its impact on environment by integration the merits of GIS.
Isometric
THIS SLIDE CONTAINS WHOLE SYLLABUS OF ENGINEERING DRAWING/GRAPHICS. IT IS THE MOST SIMPLE AND INTERACTIVE WAY TO LEARN ENGINEERING DRAWING.SYLLABUS IS RELATED TO rajiv gandhi proudyogiki vishwavidyalaya / rajiv gandhi TECHNICAL UNIVERSITY ,BHOPAL.
Eia methods for transportation projectKushal Patel
Environmental Impact Assessment (EIA) OF TRANSPORTATION PROJECTS study is a time-consuming process because it has a large number of dependent and independent variables which have to be taken into account (e.g. land use, land price, population density, socio-economic level, road accessibility, railway accessibility, air quality, ground water quality, noise level, biological content, historical value, archeological and visual importance), which also have different consequences. Traditionally, environmental data was collected to test hypotheses and simulate environmental systems using in situ (field) methodology
Plane Table Surveying is a graphical method of survey in which the field observations and plotting are done simultaneously.
It is simple and cheaper than theodolite survey. It is most suitable for small scale maps.
The plan is drawn by the surveyor in the field, while the area to be surveyed is before his eyes. Therefore, there is no possibility of omitting the necessary measurements.
The geometric design of roads is the branch of highway engineering concerned with the positioning of the physical elements of the roadway according to standards and constraints. The basic objectives in geometric design are to optimize efficiency and safety while minimizing cost and environmental damage. Geometric design also affects an emerging fifth objective called "livability," which is defined as designing roads to foster broader community goals, including providing access to employment, schools, businesses and residences, accommodate a range of travel modes such as walking, bicycling, transit, and automobiles, and minimizing fuel use, emissions and environmental damage.
Geometric roadway design can be broken into three main parts: alignment, profile, and cross-section. Combined, they provide a three-dimensional layout for a roadway.
The alignment is the route of the road, defined as a series of horizontal tangents and curves.
The profile is the vertical aspect of the road, including crest and sag curves, and the straight grade lines connecting them.
The cross section shows the position and number of vehicle and bicycle lanes and sidewalks, along with their cross slope or banking. Cross sections also show drainage features, pavement structure and other items outside the category of geometric design.
#source:
1. Highway Engineering by: Khanna & Justo
2. Wikipedia
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Water Industry Process Automation and Control Monthly - May 2024.pdf
Scales in Engineering
1. FOR FULL SIZE SCALE
R.F.=1 OR ( 1:1 )
MEANS DRAWING
& OBJECT ARE OF
SAME SIZE.
Other RFs are described
as
1:10, 1:100,
1:1000, 1:1,00,000
SCALES
DIMENSIONS OF LARGE OBJECTS MUST BE REDUCED TO ACCOMMODATE
ON STANDARD SIZE DRAWING SHEET.THIS REDUCTION CREATES A SCALE
OF THAT REDUCTION RATIO, WHICH IS GENERALLY A FRACTION..
SUCH A SCALE IS CALLED REDUCING SCALE
AND
THAT RATIO IS CALLED REPRESENTATIVE FRACTION
SIMILARLY IN CASE OF TINY OBJECTS DIMENSIONS MUST BE INCREASED
FOR ABOVE PURPOSE. HENCE THIS SCALE IS CALLED ENLARGING SCALE.
USE FOLLOWING FORMULAS FOR THE CALCULATIONS IN THIS TOPIC.
B LENGTH OF SCALE (in cm) = R.F. X MAX. LENGTH TO BE MEASURED in cm.
REPRESENTATIVE FRACTION (R.F.)A =
LENGTH OF DRAWING in cm
ACTUAL LENGTH in cm
AREA OF DRAWING in cm²
ACTUAL AREA in cm²
=
V
=
VOLUME AS PER DRWG in cm³.
ACTUAL VOLUME in cm³V
3
2. 1. PLAIN SCALES ( FOR DIMENSIONS UP TO SINGLE DECIMAL)
2. DIAGONAL SCALES ( FOR DIMENSIONS UP TO TWO DECIMALS)
3. VERNIER SCALES ( FOR DIMENSIONS UP TO TWO DECIMALS)
4. COMPARATIVE SCALES ( FOR COMPARING TWO DIFFERENT UNITS)
5. SCALE OF CHORDS ( FOR MEASURING/CONSTRUCTING ANGLES)
TYPES OF SCALES:
= 10 HECTOMETRES =105cm
= 10 DECAMETRES = 104cm
= 10 METRES = 103 cm
= 10 DECIMETRES = 102 cm
= 10 CENTIMETRES = 10 cm
= 10 MILIMETRES
1 KILOMETRE
1 HECTOMETRE
1 DECAMETRE
1 METRE
1 DECIMETRE
1 CENTIMETRE
BE FRIENDLY WITH THESE UNITS.
= 10000 m²1HECTARE
Area
1m2= 104 cm2
1m3= 106 cm3
Volume
3. Problem 01: A 3.2 cm long line represents a length of 4 metres. Extend this line to
measure lengths up to 25 metres and show on it units of metre and 5 metres. Find R.F &
L.O.S.
R.F=
Length on drawing in cm
Actual length of object in cm
=
3.2 cm
4 m
=
3.2 cm
4 x100cm
=
8
1000
=
1
125
L.O.S.= R.F.x Max. Length in cm =
1
125
X25X100 cm = 20 cm
4. We have seen that the plain scales give only two dimensions,
such as a unit and it’s subunit or it’s fraction.
1
2
3
4
5
6
7
8
9
10
X
Y
Z
The principle of construction of a diagonal scale is as follows.
Let the XY in figure be a subunit.
From Y draw a perpendicular YZ to a suitable height.
Join XZ. Divide YZ in to 10 equal parts.
Draw parallel lines to XY from all these divisions
and number them as shown.
From geometry we know that similar triangles have
their like sides proportional.
Consider two similar triangles XYZ and 7’ 7Z,
we have 7Z / YZ = 7’7 / XY (each part being one unit)
Means 7’ 7 = 7 / 10. x X Y = 0.7 XY
:.
Similarly
1’ – 1 = 0.1 XY
2’ – 2 = 0.2 XY
Thus, it is very clear that, the sides of small triangles,
which are parallel to divided lines, become progressively
shorter in length by 0.1 XY.
The diagonal scales give us three successive dimensions
that is a unit, a subunit and a subdivision of a subunit.
DIAGONAL
SCALE
5. Problem 7: Construct a diagonal scale of R.F. = 1/6250 to read up to 1 kilometre and to
read metres on it. Show a length of 653 metre on it.
R.F =
1
6250
Max. Length = 1 km,
L.O.S.= R.F.x Max. Length in cm
1
6250
= X 1X 105 cm = 16 cm
Hint: As the maximum length is 1 km, the line should be divided in to 10
equal parts, so as to represent a division of 100 m
0 100 200 300 400 500 600 700 800 900
METRE
50100
2
4
6
8
10
653
6. Problem 8: On a map, the distance between two points is 14 cm. The real distance
between them is 20 km. draw the diagonal scale of this map to read kilometre and
hectametres, and to measure up to 25 kilometre. Show a distance of 17.6 kilometre on
this scale.
R.F=
Length on drawing in cm
Actual length of object in cm
=
14 cm
20 km
=
14 cm
20X105 cm
=
7
106
L.O.S.= R.F.x Max. Length in cm =
7
106
X25X105 cm = 17.5 cm
Hint: As the maximum length is 25 km, the line should be either be
divided in to 25 equal parts to represent 1 km or first, in 5 equal parts
so as to represent a division of 5 km, then the first division in further 5
equal parts to represent 1 km.
0 5 10 15 20
KILOMETRE
12345
2
4
6
8
10
HECTOMETRE
17.6 km
7. R.F=
Area on drawing in cm²
Actual area of object in cm²
Problem 8: A rectangular plot of land measuring 1.28 hectors is represented on a map
by a similar rectangle of 8 sq.cm. Calculate RF of the scale. Draw a diagonal scale to
read single meter. Show a distance of 438 m on it. 1 hector = 104 m2
=
8 cm2
1.28X104x104 cm2
=
4
64X106
=
1
4000
L.O.S.= R.F.x Max. Length in cm =
1
4000
500 X 100 cm = 12.5 cmX
Here maximum length is not given. But we have to show a distance of
438 m on the scale. That will be possible only when maximum length is
taken as 500 m
0 100 200 300 400
METRE
2
4
6
8
10
438 m
50100
8. R.F. = 1 / 40,00,000
DIAGONAL SCALE SHOWING KILOMETERS.
0 100 200 300 400 500100 50
10
9
8
7
6
5
4
3
2
1
0
KM
KM
KM
569 km
459 km
336 km
222 km
PROBLEM NO. 4 : The distance between Delhi and Agra is 200 km.
In a railway map it is represented by a line 5 cm long. Find it’s R.F.
Draw a diagonal scale to show single km. And maximum 600 km.
Indicate on it following distances. 1) 222 km 2) 336 km 3) 459 km 4) 569 km
SOLUTION STEPS: RF = 5 cm / 200 km = 1 / 40, 00, 000
Length of scale = 1 / 40, 00, 000 X 600 X 105 = 15 cm
Draw a line 15 cm long. It will represent 600 km.Divide it in six equal parts.( each will represent 100 km.)
Divide first division in ten equal parts.Each will represent 10 km.Draw a line upward from left end and
mark 10 parts on it of any distance. Name those parts 0 to 10 as shown.Join 9th sub-division of horizontal scale
with 10th division of the vertical divisions. Then draw parallel lines to this line from remaining sub divisions and
complete diagonal scale.
DIAGONAL
SCALE
9. 100
200
300
400
500
600
700
800 900
00
0 10 20 4030 7050 60 9080
SCALE OF CORDS
OA
CONSTRUCTION:
1. DRAW SECTOR OF A CIRCLE OF 900 WITH ‘OA’ RADIUS.
( ‘OA’ ANY CONVINIENT DISTANCE )
2. DIVIDE THIS ANGLE IN NINE EQUAL PARTS OF 10 0 EACH.
3. NAME AS SHOWN FROM END ‘A’ UPWARDS.
4. FROM ‘A’ AS CENTER, WITH CORDS OF EACH ANGLE AS RADIUS
DRAW ARCS DOWNWARDS UP TO ‘AO’ LINE OR IT’S EXTENSION
AND FORM A SCALE WITH PROPER LABELING AS SHOWN.
AS CORD LENGTHS ARE USED TO MEASURE & CONSTRUCT
DIFERENT ANGLES IT IS CALLED SCALE OF CORDS.
10. 100
200
300
400
500
600
700 800 900
00
0 10 20 4030 7050 60 9080
OA
OA
B
O1 A1
B1
x
z
y
PROBLEM 12: Construct any triangle and measure it’s angles by using scale of cords.
CONSTRUCTION:
First prepare Scale of Cords for the problem.
Then construct a triangle of given sides. ( You are supposed to measure angles x, y and z)
To measure angle at x:
Take O-A distance in compass from cords scale and mark it on lower side of triangle
as shown from corner x. Name O & A as shown. Then O as center, O-A radius
draw an arc upto upper adjacent side.Name the point B.
Take A-B cord in compass and place on scale of cords from Zero.
It will give value of angle at x
To measure angle at y:
Repeat same process from O1. Draw arc with radius O1A1.
Place Cord A1B1 on scale and get angle at y.
To measure angle at z:
Subtract the SUM of these two angles from 1800 to get angle at z.
SCALE OF CORDS
300550
Angle at z = 180 – ( 55 + 30 ) = 950
11. 100
200
300
400
500
600
700 800 900
00
0 10 20 4030 7050 60 9080
OA
PROBLEM 12: Construct 250 and 1150 angles with a horizontal line , by using scale of cords.
CONSTRUCTION:
First prepare Scale of Cords for the problem.
Then Draw a horizontal line. Mark point O on it.
To construct 250 angle at O.
Take O-A distance in compass from cords scale and mark it on on the line drawn, from O
Name O & A as shown. Then O as center, O-A radius draw an arc upward..
Take cord length of 250 angle from scale of cords in compass and
from A cut the arc at point B.Join B with O. The angle AOB is thus 250
To construct 1150 angle at O.
This scale can measure or construct angles upto 900 only directly.
Hence Subtract 1150 from 1800.We get 750 angle ,
which can be constructed with this scale.
Extend previous arc of OA radius and taking cord length of 750 in compass cut this arc
at B1 with A as center. Join B1 with O. Now angle AOB1 is 750 and angle COB1 is 1150.
SCALE OF CORDS
B1
750
1050
B
250
A O
O
C
A
To construct 250 angle at O. To construct 1150 angle at O.