Bridges Key Stage 2 Thematic Unit
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Review on Applicability of Box Girder for Balanced Cantilever Bridge Sneha Redkar1, Prof
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 05 | May-2016 www.irjet.net p-ISSN: 2395-0072 Review on applicability of Box Girder for Balanced Cantilever Bridge Sneha Redkar1, Prof. P. J. Salunke2 1Student, Dept. of Civil Engineering, MGMCET, Maharashtra, India 2Head, Assistant Professor, Dept. of Civil Engineering, MGMCET, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - This paper gives a brief introduction to the 1874. Use of steel led to the development of cantilever cantilever bridges and its evolution. Further in cantilever bridges. The world’s longest span cantilever bridge was built bridges it focuses on system and construction of balanced in 1917 at Quebec over St. Lawrence River with main span of cantilever bridges. The superstructure forms the dynamic 549 m. India can boast of one such long bridge, the Howrah element as a load carrying capacity. As box girders are widely bridge, over river Hooghly with main span of 457 m which is used in forming the superstructure of balanced cantilever fourth largest of its kind. bridges, its advantages are discussed and a detailed review is carried out. Concrete cantilever construction was first introduced in Europe in early 1950’s and it has since been broadly used in design and construction of several bridges. Unlike various Key Words: Bridge, Balanced Cantilever, Superstructure, bridges built in Germany using cast-in-situ method, Box Girder, Pre-stressing cantilever construction in France took a different direction, emphasizing the use of precast segments. The various advantages of precast segments over cast-in-situ are: 1. INTRODUCTION i. Precast segment construction method is a faster method compared to cast-in-situ construction method. -
The Angel's Way Route Seaton Sluice to Chester-Le-Street
Northern Saints Trails The Angel’s Way Seaton Sluice to Chester-le-Street 49 kms, 30.5 miles Introduction The Angel’s Way is an important link in the network of the Northern Saints Trails. This route between Seaton Sluice and Chester-le-Street means that there is a continuous 114 mile route between Lindisfarne and Durham, using St Oswald’s Way as far as Warkworth, The Way of the Sea from Warkworth to Seaton Sluice and after The Angel’s Way, Cuddy’s Corse (which is also part of The Way of Learning) from Chester-le-Street to Durham. All the Northern Saints Trails use the waymark shown here. In two parts, from near Holywell to Camperdown and from Bowes Railway Path to West Urpeth, the route follows The Tyne & Wear Heritage Way which is well signed and the waymark is also shown here. The route is divided into 4 sections, 3 of which are between 13 to 14 kilometres or 8 to 8.5 miles in length and section 3 from Millennium Bridge to The Angel of the North is just 8 kilometres or 5 miles. The route is of course named after the iconic Angel of the North designed by Antony Gormley. Since it was erected in 1998, it has quickly become Britain’s best known sculpture. When he designed the sculpture Gormley deliberately angled the wings 3.5 degrees forward to create what he described as “a sense of embrace”. This ties in with the protective concept of the guardian angel and if you want to engage with that theme as you journey on The Angel’s Way, perhaps this prayer will be appropriate: Angel of God, my guardian dear, to whom God’s love commits me here, ever this day, be at my side, to light and guard rule and guide. -
Bridgescape As an Assessment Tool in the Socio- Spatial and Visual Connections of the Central Urban Areas of Newcastle and Gateshead
Special Issue, | Roadscape, 8(36) Bridgescape as an Assessment Tool in the Socio- spatial and Visual Connections of the Central Urban Areas of Newcastle and Gateshead Goran Erfani Abstract | Newcastle University, UK Growing roads and mobility have led to the formation of new landscape types: known bridgescape or bridge landscape. The social, [email protected] cultural, and visual impacts of bridges on their surroundings as drivers and symbols of the development have gained increasing significance in roadscape studies. This article aims to assess the role and design of bridges in the socio-spatial and visual connections of the central urban areas of Newcastle and Gateshead, located in North East England, by the criterion of the bridgescape. The findings of this article show that bridges are not only transitional passages; rather, they can be socio-spatial destinations for people to meet, do collective activities and improve their environmental perceptions. In urban milieu, landmarks have dissimilar impacts on visual connections and bridgescape. Characteristic and contrasting landmarks improve bridgescapes; however, corrupting landmarks have a destructive role in bridgescape. Keywords | Bridgescape (bridge landscape), Socio-Spatial Connections, Visual Connections. 32 No.36 Autumn 2016 Goran Erfani Introduction | Bridges are a vital element in ground from landscape architects to structural engineers. transportation networks, which connect cities, communities In North east England, the city of Newcastle-upon-Tyne, and even nations. Within urban areas, bridges not only have a commonly known as Newcastle, is well-known for its key role in the spatial connection of places but also can facilitate bridgescape. Seven different bridges across a mile long stretch or interrupt social activities. -
Over Jones Falls. This Bridge Was Originally No
The same eastbound movement from Rockland crosses Bridge 1.19 (miles west of Hollins) over Jones Falls. This bridge was originally no. 1 on the Green Spring Branch in the Northern Central numbering scheme. PHOTO BY MARTIN K VAN HORN, MARCH 1961 /COLLECTION OF ROBERT L. WILLIAMS. On October 21, 1959, the Interstate Commerce maximum extent. William Gill, later involved in the Commission gave notice in its Finance Docket No. streetcar museum at Lake Roland, worked on the 20678 that the Green Spring track west of Rockland scrapping of the upper branch and said his boss kept would be abandoned on December 18, 1959. This did saying; "Where's all the steel?" Another Baltimore not really affect any operations on the Green Spring railfan, Mark Topper, worked for Phillips on the Branch. Infrequently, a locomotive and a boxcar would removal of the bridge over Park Heights Avenue as a continue to make the trip from Hollins to the Rockland teenager for a summer job. By the autumn of 1960, Team Track and return. the track through the valley was just a sad but fond No train was dispatched to pull the rail from the memory. Green Spring Valley. The steel was sold in place to the The operation between Hollins and Rockland con- scrapper, the Phillips Construction Company of tinued for another 11/2 years and then just faded away. Timonium, and their crews worked from trucks on ad- So far as is known, no formal abandonment procedure jacent roads. Apparently, Phillips based their bid for was carried out, and no permission to abandon was the job on old charts that showed the trackage at its ' obtained. -
Polydron-Bridges-Work-Cards.Pdf
Getting Started You will need: A Polydron Bridges Set ❑ This activity introduces you to the parts in the set and explains what each of them does. A variety of traditional Polydron and Frameworks pieces are used in each of the activities. However, they are coloured to produce more realistic effects. For example, the traditional squares are black and used to represent the road on the bridge deck. Plinth ❑ On the right you can see the plinth or bridge base. All of the bridges use one or two of these. They give each bridge a firm base and allow special parts to be connected easily. Notice the two holes in the top on the plinth. These holes are for long struts. These can be seen in place below. ❑ The second picture shows the plinth with two right-angled triangles and a rectangle connected. All three of these parts clip into the plinth. Struts ❑ There are three different lengths of strut in the set. There are 80mm short struts that are used with the pulleys with lugs to carry cables. These are shown on the left. The lugs fit into long struts. On the Drawbridge 110mm short struts are used with ordinary pulleys and a winding handle. ❑ Long struts are also used to support the cable assembly of the Suspension Bridge and the Cable Stay Bridge. This idea can be seen in the picture on the right. ❑ Long struts are also used to connect the two sections of the Drawbridge. ® ©Bob Ansell Special Rectangles ❑ Special rectangles can be used in a variety of ways. -
Cantilever Bridges: the Governor Harry W
CANTILEVER BRIDGES: THE GOVERNOR HARRY W. NICE MEMORIAL BRIDGE From a technical perspective, cantilever construction of a bridge defines a specific form of support of the bridge rather than a particular bridge type such as the truss or girder. Simply supported bridges are directly supported on piers and abutments, while continuous structures, as developed in both metal and reinforced concrete during the late nineteenth and early twentieth centuries, include spans that are continuous across one or more intermediate supports. By contrast, the cantilever form of support occurs when the support is at one end and the other end of the span is free. Cantilever bridges consist of a series of cantilevered spans including a main span and two anchor spans which flank it (Pennsylvania Historical and Museum Commission, and Pennsylvania Department of Transportation 1986:124). Based on historical research alone, cantilever bridges in Maryland appear to be represented by only one bridge, which may be briefly described in order to provide historic technological context for the evaluation of that bridge, the 1940 Governor Harry W. Nice Memorial Bridge carrying U.S. 301 over the Potomac River. Bridge historian J.A.L. Waddell noted that "the development of the cantilever. did not proceed very far until modern times, when the truss form of structure had become established and when iron and steel constituted the materials of construction" (Waddell 1916:7). Waddell and subsequent technological historians dated the major advent of modern cantilever bridges to the design and construction of the high bridge over the Kentucky River at Dixville in 1876-1877. -
Cable-Stayed Bridge from Wikipedia, the Free Encyclopedia Cable-Stayed Bridge
Cable-stayed bridge From Wikipedia, the free encyclopedia Cable-stayed bridge The Rio-Antirrio bridge in Greece Ancestor Suspension bridge Related None Side-spar cable-stayed bridge, Self- Descendant anchored suspension bridge, cantilever spar cable-stayed bridge Pedestrians, bicycles, automobiles, Carries trucks, light rail Span range Medium Steel rope, post-tensioned concrete Material box girders, steel or concrete pylons Movable No Design effort medium Falsework Normally none required A cable-stayed bridge is a bridge that consists of one or more columns (normally referred to as towers or pylons), with cables supporting the bridge deck. There are two major classes of cable-stayed bridges: In a harp design, the cables are made nearly parallel by attaching them to various points on the tower(s) so that the height of attachment of each cable on the tower is similar to the distance from the tower along the roadway to its lower attachment. In a fan design, the cables all connect to or pass over the top of the tower(s). Compared to other bridge types, the cable-stayed is optimal for spans longer than typically seen in cantilever bridges, and shorter than those typically requiring a suspension bridge. This is the range in which cantilever spans would rapidly grow heavier if they were lengthened, and in which suspension cabling does not get more economical, were the span to be shortened. History of development Cable-stayed bridge by the Renaissance polymath Fausto Veranzio, from 1595/1616 Cable-stayed bridges can be dated back to 1595, where designs were found in a book by the Venetian inventor Fausto Veranzio, called Machinae Novae. -
Bridge Engineering Handbook Superstructure Design Segmental
This article was downloaded by: 10.3.98.104 On: 02 Oct 2021 Access details: subscription number Publisher: CRC Press Informa Ltd Registered in England and Wales Registered Number: 1072954 Registered office: 5 Howick Place, London SW1P 1WG, UK Bridge Engineering Handbook Superstructure Design Wai-Fah Chen, Lian Duan Segmental Concrete Bridges Publication details https://www.routledgehandbooks.com/doi/10.1201/b16523-4 Wai-Fah Chen, Lian Duan Published online on: 24 Jan 2014 How to cite :- Wai-Fah Chen, Lian Duan. 24 Jan 2014, Segmental Concrete Bridges from: Bridge Engineering Handbook, Superstructure Design CRC Press Accessed on: 02 Oct 2021 https://www.routledgehandbooks.com/doi/10.1201/b16523-4 PLEASE SCROLL DOWN FOR DOCUMENT Full terms and conditions of use: https://www.routledgehandbooks.com/legal-notices/terms This Document PDF may be used for research, teaching and private study purposes. Any substantial or systematic reproductions, re-distribution, re-selling, loan or sub-licensing, systematic supply or distribution in any form to anyone is expressly forbidden. The publisher does not give any warranty express or implied or make any representation that the contents will be complete or accurate or up to date. The publisher shall not be liable for an loss, actions, claims, proceedings, demand or costs or damages whatsoever or howsoever caused arising directly or indirectly in connection with or arising out of the use of this material. 3 Segmental Concrete Bridges 3.1 Introduction ........................................................................................91 -
Identifying and Preserving Historic Bridges
Appendix B—State Departments of Transportation Alabama Department of Transportation Florida Department of Transportation 1409 Coliseum Boulevard 605 Suwannee Street Montgomery, AL 36130 Tallahassee, FL 32399-0450 (334) 242-6311 (850) 488-8541 (334) 262-8041 (fax) (850) 277-3403 (fax) Alaska Department of Transportation & Public Facilities Georgia Department of Transportation 3132 Channel Drive 2 Capital Square Juneau, AK 99801-7898 Atlanta, GA 30334 (907) 465-3900 (404) 656-5206 (907) 586-8365 (fax) (404) 657-8389 (fax) Internet address: [email protected] Arizona Department of Transportation 206 S. 17th Avenue Hawaii Department of Transportation Phoenix, AZ 85007 869 Punchbowl Street (602) 255-7011 Honolulu, HI 96813-5097 (602) 256-7659 (fax) (808) 587-2150 (808) 587-2167 (fax) Arkansas State Highway and Transportation Department State Highway Department Building Idaho Transportation Department P.O. Box 2261, 10324 Interstate 30 3311 W. State Street Little Rock, AR 72203 P.O. Box 7129 (501) 569-2000 Boise, ID 83707 (501) 569-2400 (fax) (208) 334-8000 (208) 334-3858 (fax) California Department of Transportation 1120 N Street Illinois Department of Transportation P.O. Box 942673 2300 S. Dirksen Parkway Sacramento, CA 94273-0001 Springfield, IL 62764 (916) 654-5266 (217) 782-5597 (217) 782-6828 (fax) Colorado Department of Transportation 4201 East Arkansas Avenue Indiana Department of Transportation Denver, CO 80222 Indiana Government Center North (303) 757-9201 100 North Senate Avenue (303) 757-9149 (fax) Indianapolis, IN 46204-2249 (317) 232-5533 Connecticut Department of Transportation (317) 232-0238 (fax) P.O. Box 317546 / 2800 Berlin Turnpike Newington, CT 06131-7546 Iowa Department of Transportation (860) 594-3000 800 Lincoln Way Ames, IA 50010 Delaware Department of Transportation (515) 239-1101 Bay Road, Route 113, P.O. -
Bridge Engineering Handbook
Sauvageot, G. “Segmental Concrete Bridges.” Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000 11 Segmental Concrete Bridges 11.1 Introduction 11.2 Balanced Cantilever Girder Bridges Overview • Span Arrangement and Typical Cross Sections • Cast-in-Place Balanced Cantilever Bridges • Precast Balanced Cantilever Bridges • Loads on Substructure • Typical Post-Tensioning Layout • Articulation and Hinges 11.3 Progressive and Span-by-Span Constructed Bridges Overview • Progressive Construction • Span-by-Span Construction 11.4 Incrementally Launched Bridges Overview • Special Requirements • Typical Post-Tensioning Layout • Techniques for Reducing Launching Moments • Casting Bed and Launching Methods 11.5 Arches, Rigid Frames, and Truss Bridges Arch Bridges • Rigid Frames • Segmental Trusses 11.6 Segmental Cable-Stayed Bridges Overview • Cantilever Construction • In-Stage Construction • Push-Out Construction 11.7 Design Considerations Overview • Span Arrangement • Cross-Section Dimensions • Temperature Gradients • Deflection • Post-Tensioning Layout 11.8 Seismic Considerations Design Aspects and Design Codes • Deck/Superstructure Connection 11.9 Casting and Erection Casting • Erection 11.10 Future of Segmental Bridges The Challenge • Concepts • New Developments • Environmental Impact • Industrial Production of Gerard Sauvageot Structures • The Assembly of Structures • J. Muller International Prospective © 2000 by CRC Press LLC 11.1 Introduction Before the advent of segmental construction, concrete bridges would often be made of several precast girders placed side by side, with joints between girders being parallel to the longitudinal axis of the bridge. With the modern segmental concept, the segments are slices of a structural element between joints which are perpendicular to the longitudinal axis of the structure. When segmental construction first appeared in the early 1950s, it was either cast in place as used in Germany by Finsterwalder et al., or precast as used in France by Eugène Freyssinet and Jean Muller. -
Ten Years of Segmental Achievements and Projections for ~He Next Century
Ten Years of Segmental Achievements and Projections for ~he Next Century The last 10 years have seen dramatic growth in the construction of segmental concrete bridges in North America, which is estimated to have an annual construction volume exceeding one billion dollars. The bridges have been built using both precast and cast-in-place concrete segmen..ts. Many of these projects have won national and regional awards ~ · · fhis article presents summaries of the major structural features of some of the most outstanding segmental bridges constructed in North America during the last 10 years. Clifford l. Freyermuth Details concerning the design and method of construction of each Manager project are discussed. Finally, the future prospects and potential for American Segmental Bridge Institute segmental bridge construction in the next century are addressed. Phoenix, Arizona Clifford L. Freyermuth is president rom Bangkok to Boston, the past It is estimated that since 1980, the of Clifford L. Freyermuth, Inc. , 10 years have witnessed the cost of segmental construction (pre which was formed in 1988 to Femergence of segmental con cast and cast-in-place) completed in provide structural consu lting crete bridge construction as the North America is about $5 billion. services for post-tensioned, method of choice for major transporta prestressed concrete buildings and Today, the annual construction vol bridges. The firm has provided tion projects. In the United States, this ume of this industry is around $1 bil management and technical serv ices result has primarily been achieved due lion and is expected to grow in the to the American Segmental Bridge to the initial cost advantages of seg next century. -
Metallic Bridges Str403
METALLIC BRIDGES STR403 Sherif A. Mourad Professor of Steel Structures and Bridges Faculty of Engineering, Cairo University Lecture 1 – February 2020 Sherif A. Mourad 1 Introduction Course: STR403 Instructors: Prof. Sherif Ahmed Mourad. Prof. Mohammed Hassanein Soror. Lecture: Monday 8:30-10:00 or 10:15-11:45 Grading: 70% final 15% midterm 15% term work Sherif A. Mourad 2 STR403 - Metallic Bridges Winter 2020 1 Introduction Why a course in steel bridge design? Sherif A. Mourad 3 Lecture Outline • Definition of a bridge. • Historical background. • Bridge forms. • Classification of bridges (Structural system, Material of construction, Use, Position, Span, …). • Design considerations. • Course outline. Sherif A. Mourad 4 STR403 - Metallic Bridges Winter 2020 2 Definition of a Bridge A bridge is a structure that carries a service (which may be highway or railway traffic, a footpath, public utilities, etc.) over an obstacle (which may be another road or railway, a river, a valley, etc.), and then transfers the loads from the service via the superstructure through the bridge substructure to the foundation level. Sherif A. Mourad 5 Definition of a Bridge Sherif A. Mourad 6 STR403 - Metallic Bridges Winter 2020 3 Historical background The historical development of bridges best illustrates the progress of structural engineering from ancient times up to the present century. In particular the development in steel bridges equates with the progress in structural analysis, theory of strength of materials and materials testing, since all of them were increasingly stimulated by the need for bridging larger spans and building more economically with the new construction method. Sherif A. Mourad 7 Historical background The simplest type of a bridge is stepping stones, so this may have been one of the earliest types.