About Suspension Bridges:
A suspension bridge is a type of bridge in which the deck (the load-bearing portion) is hung below suspension cables on vertical suspenders. The first modern examples of this type of bridge were built in the early 19th century. Bridges without vertical suspenders have a long history in many mountainous parts of the world.
A suspension bridge is a type of bridge in which the deck is hung below suspension cables on vertical suspenders. The basic structural components of a suspension bridge system include stiffening girders/trusses, the main suspension cables, main towers, and the anchorages for the cables at each end of the bridge.
About Suspension Bridges:
A suspension bridge is a type of bridge in which the deck (the load-bearing portion) is hung below suspension cables on vertical suspenders. The first modern examples of this type of bridge were built in the early 19th century. Bridges without vertical suspenders have a long history in many mountainous parts of the world.
A suspension bridge is a type of bridge in which the deck is hung below suspension cables on vertical suspenders. The basic structural components of a suspension bridge system include stiffening girders/trusses, the main suspension cables, main towers, and the anchorages for the cables at each end of the bridge.
Detailed Power point presentation on Implementation of 4 lane Cable Stayed Road over bridge at Bardhman- a future fast track model for construction over busy and longer Railway yards in India
Arches, trusses and box girder bridges have reached the economic limits to span. The span of cable stay and suspension bridges is still increasing and technology still developing. And so, the main focus of the course is on Suspension Bridges and Cable Stay Bridges.
A stressed ribbon bridge (also stress-ribbon bridge or catenary bridge) is a tension structure (similar in many ways to a simple suspension bridge). The suspension cables are embedded in the deck which follows a catenary arc between supports. Unlike the simple span, the ribbon is stressed in traction, which adds to the stiffness of the structure (simple suspension spans tend to sway and bounce).
what is a ribbon bridge
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A Stress Ribbon Bridge is a tension structure (similar in many ways to a simple suspension bridge). The suspension cables are embedded in the deck which follows a catenary arc between supports.
Detailed Power point presentation on Implementation of 4 lane Cable Stayed Road over bridge at Bardhman- a future fast track model for construction over busy and longer Railway yards in India
Arches, trusses and box girder bridges have reached the economic limits to span. The span of cable stay and suspension bridges is still increasing and technology still developing. And so, the main focus of the course is on Suspension Bridges and Cable Stay Bridges.
A stressed ribbon bridge (also stress-ribbon bridge or catenary bridge) is a tension structure (similar in many ways to a simple suspension bridge). The suspension cables are embedded in the deck which follows a catenary arc between supports. Unlike the simple span, the ribbon is stressed in traction, which adds to the stiffness of the structure (simple suspension spans tend to sway and bounce).
what is a ribbon bridge
stress ribbon pedestrian bridges
cancer symbols and colors
bridge materials for sale
materials used to build bridges
used bridge
material used in construction
interesting civil engineering topics
civil engineering topics for presentation
seminar topics pdf
best seminar topics for civil engineering
civil seminar topics ppt
civil engineering seminar topics 2019
seminar topics for mechanical engineers
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A Stress Ribbon Bridge is a tension structure (similar in many ways to a simple suspension bridge). The suspension cables are embedded in the deck which follows a catenary arc between supports.
The Akashi Kaikyo bridge - longest suspension bridge in the worldADARSH _
Case Study of the Longest Suspension Bridge in the world - The Akashi Kaikyo Bridge. In this presentation, various structural features of this bridge are discussed and a few videos provided helps us to get a better understanding of it.
The presentation provides a summary of a state-of-the-art review of the design and construction of multiple-span suspension bridges. Based on a paper by David Collings in ICE Proceedings, Bridge Engineering, September 2016.
This presentation
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
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.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
2. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONTENTS
01- INTRODUCTION
02- TYPES OF SUSPENSION BRIDGE
03- COMPONENTS OF SUSPENSION BRIDGE
04- USE OF ANCHORAGE
05- EVOLUTION OF SUSPENSION BRIDGE
06- STRUCTURAL ANALYSIS LOADS
07- CONSTRUCTION SEQUENCE
08- SOFTWARE CAN BE USED TO DESIGN
3. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
09- STRUCTURAL FAILURE
10- SUSPENSION BRIDGE THROUGH OUT THE INDIA
11- ADVANTAGES AND DISADVANTAGES
4. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
INTRODUCTION
A suspension bridge consist of two cables, which are stretched over the span to be
bridged. Each cable passing over two towers anchored by backstays to a firm foundation.
As the cable is flexible throughout, therefore it cannot resist any moment and can adopt
any shape under the load, that is why the bending moment at every point of the cable is
taken zero.
The central sag or dip of the cable generally varies from 1/10 to 1/15 of the span. It may be
noted that, since the cable is in tension throughout, this type of construction is most
economical.
DIP
5. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
SUSPENDERS
ANCHORAGE
DIP/SAG
MAIN SPANDECK
PINNED
SUPPORT
PYLON
PAVEMENT
FIXED
SUPPORT
SUSPENSION
CABLE
6. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
TYPICAL SUSPENSION BRIDGE
The deck (trafficway) of a suspension bridge is hung by suspender cables which hang from
master cables (resisting on the tower). The cables transfer the weight to the towers, which
transfer the weight to the good
TYPES OF SUSPENSION BRIDGE
7. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CABLE STAYED BRIDGES:
Cable-stayed bridges have towers, but cables from the tower go directly to the road deck,
instead of spanning from tower to tower.
8. COMPONENTS OF SUSPENSION BRIDGE
CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
A suspension bridge is a type of bridge in which the deck (the load-bearing portion) is
hung below suspension cables on vertical suspenders.
COMPONENTS
Cables-suspend the roadway(deck) via hangers
Towers- stabilize wire cables (offer little support)
Anchorages- key to the structure, mass that keeps cables tight, gives the bridge
structure
9. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
WITHOUT ANCHORAGE
WITH ANCHORAGE
ANCHORAGE
Anchorages are the structures to which the
ends of the bridge's cables are secured. They
are massive concrete blocks securely
Attached to strong rock formations.
During construction of the
anchorages, strong eye bars (steel
Bars with a circular hole at one
end) are embedded in the concrete.—each
wire bundle will be secured to one of the
anchorage's eye bars.
10. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
EVOLUTION OF SUSPENSION BRIDGES
The first design for a bridge resembling the modern suspension
bridge is attributed to venetion engineer Fausto Veranzio whose
1595 book Machinae Novae included drawings both for a timber
and rope suspension bridge cable-stayed bridge using iron chains.
However, the first suspension bridge actually build was by James
Finely(American engineer) at Jacob’s creek, in 1801. Finely bridge
was the first to incorporate all of the necessary components of a
suspension bridge.
11. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CABLE STAYED BRIDGES
Cable-stayed bridges have towers, but cables from the tower go
directly to the road deck, instead of spanning from tower to
tower.
STRUCTURAL ANALYSIS
LOADS
DEAD LOAD
Dead load refers to the weight
of the bridge itself. Like any
other structure, a bridge has a
tendency to collapse simply
because of the gravitational
force acting on the materials of
which the bridge is made.
LIVE LOAD
Live loads refers to traffic that
moves across the bridge as
well as normal environment
factors such as changes in
temperature, precipitation and
winds.
DYNAMIC LOAD
Dynamic load refers to
environment factors that go
beyond normal weather
conditions, factor such as sudden
gusts of wind and earthquake. All
three factors must be taken into
consideration when into
consideration when building a
bridge.
12. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
BEHAVIOUR:
THE MAIN FORCES IN A SUSPENSION BRIDGE OF ANY TYPE ARE TENSION IN THE CABLES AND
COMPRESSIONS IN THE PILLARS.
13. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONSTRUCTION SEQUENCE
TOWERS
Tower foundation are prepared by dagging down to a sufficient
firm rock formation.
Some bridges are designed so that their towers are built on dry
land, which makes construction easier.
If a tower will stand in water, its construction begins with
lowering a caisson (a steel and concrete cylinder that acts as
a circular damn) to the ground beneath the water; removing
the water from the caisson's interior allows workers to
excavate a foundation without actually working in water.
14. CONSTRUCTION SEQUENCE`
2. SADDLES
Large devices called saddles, which will carry the main suspension cables, are
positioned atop the towers. Typically of cast steel, they can also be manufactured
using riveted forms, and are equipped with rollers to allow the main cables to shift
under construction and normal loads.
3.ANCHORAGE
Anchorages are the structures to which the ends of the bridge's cables are secured. They are massive concrete blocks
securely attached to strong rock formations. During construction of the anchorages, strong eye bars (steel bars with a circular
hole at one end) are embedded in the concrete.—each wire bundle will be secured to one of the anchorage's eye bars.
PRESENTATION BY : HEMANT KUMAR
• CABLE SUSPENSION BRIDGE
15. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONSTRUCTION SEQUENCE`
4.CATWALKS
Temporary suspended walkways, called catwalks, are then erected using a set of guide wires
hoisted into place via winches positioned atop the towers. These catwalks follow the curve set by
bridge designers for the main cables. Typical catwalks are usually between eight and ten feet
wide, and are constructed using wire grate and wood slats.
Gantries are placed upon the catwalks, which will support the main cable spinning reels.
16. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONSTRUCTION SEQUENCE`
5.CABLE SPINNING
High strength wire (typically 4 or 6 gauge galvanized steel wire), is
pulled in a loop by pulleys on the traveler, with one end affixed at an
anchorage. When the traveler reaches the opposite anchorage the
loop is placed over an open anchor eye bar. Along the catwalk,
workers also pull the cable wires to their desired tension. This
continues until a bundle, called a "cable strand" is completed, and
temporarily bundled using stainless steel wire.
Then it is brought to shape with compactor
SPINNING
BUNDLE COMPACTION
17. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONSTRUCTION SEQUENCE`
6.HANGERS / VERTICAL CABLES
At specific points along the main cable devices called "cable bands“(clamps) are installed to carry steel wire ropes called Suspender cables.
Each suspender cable is engineered and cut to precise lengths, and are looped over the cable bands. In some bridges, where the towers are
close to or on the shore, the suspender cables may be applied only to the central span.
18. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
CONSTRUCTION SEQUENCE`
7.DECK
After vertical cables are attached to the main support cable, the deck structure can be started. The structure must be built in both directions
from the support towers at the correct rate in order to keep the forces on the towers balanced at all times. In one technique, a moving crane
that rolls atop the main suspension cable lifts deck sections into place, where workers attach them to previously placed sections and to the
vertical cables that hang from the main suspension cables, extending the completed length. Alternatively, the crane may rest directly on the
deck and move forward as each section is placed.
Upon completion of the deck the added load will pull the main cables into an arc mathematically described as a parabola, while the arc of the
deck will be as the designer intended
19. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
Structural engineering is usually considered a specialty within
civil engineering, but it ccan also be studied in its own right.
Strucctural engineers are responsible for engineering design
and analysis. Entry-level structural engineers may design the
individual structural elements of a structure, or example- the
beams, columns, and floor of a building.
SOFTWARE USED
STAAD.Pro is the leading Structural Analysis and Design software rom Bentley. STAAD.Pro is
the proessional’s choice ffor steel, concrete, timber, aluminium and cold formed steel
design virtually any structure including culverts, petrochemical plants, tunnes bridges, piles
and much more.
20. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
Structural Failure
Some bridges have in the past suffered from structural failure. This may be combination of poor
design and severe weather conditions.
When it was opened in 1940, the Tacoma Narrows Bridge was the third longest suspension
bridge in the world. It later become known as "Galloping Gertie," due to the fact that it moved
not only from side to side but up and down in the wind. Attempts were made to stabilize the
structure with cables and hydraulic buffers, but they were unsuccessful.
Eventually on November 7, 1940, only four months after it was built the bridge collapsed in a
wind of 42 mph. The bridge was designed to withstand winds of up to 120 mph. Some experts
have blamed the collapse of the bridge upon a phenomenon called resonance. When a body
vibrates at its natural frequency it can shatter. Resonance is the same force that can shatter a
glass when exposed to sound vibrations from an opera singers voice.
21. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
Nivedita Setu
SUSPENSION BRIDGE THROUGH OUT THE INDIA
Bandra–Worli Sea Link LAKSHMAN JHOOLA
india-arunachal-pradesh-tenga-western kallada river bridge vidyasagar setu bridge
22. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
ADVANTAGE
Longer main spans are achievable than with any other type of bridge.
Less material may be required than other bridge types, even at spans they can achieve,
leading to a reduced construction cost.
May be better to withstand earthquake movements than heavier and more rigid bridges.
Bridges decks can have deck sections replaced in order to widen traffic lanes for larger
vehicles or add additions width for separated cycling/pedestrian path.
23. CABLE SUSPENSION BRIDGE
PRESENTATION BY : HEMANT KUMAR
DISADVANTAGES
Considering stiffness or aerodynamic profiling may be required to prevent the bridge deck
vibrating under high winds.
The relatively low decks stiffness compared to other(non-suspension) types of bridges make it
more difficult to carry heavy rail traffic where high concentrated live load occur.
Some access below may be required during construction, to lift the initial cables or to lift deck
units. This access can often be avoided in cable stayed bridge construction.