Bridge Bearings has been considered as of huge importance in civil engineering. It plays a significant role in the structure of bridges. This presentation covers the complete study of Bridge Bearings.
This document discusses reinforced concrete columns. It begins by defining columns and different column types, including based on shape, reinforcement, loading conditions, and slenderness ratio. Short columns fail due to material strength while slender columns are at risk of buckling. The document covers column design considerations like unsupported length and effective length. It provides examples of single storey building column design and discusses minimum longitudinal reinforcement requirements in columns.
Segmental bridge construction involves building bridges out of precast concrete segments. This allows for longer spans than traditional methods by reducing the need for intermediate piers. There are several techniques for segmental bridge construction including cast-in-place using form travelers, incremental launching where segments are cast and then pushed out over supports, and precast segment erection using launching girders. Segmental construction enables building bridges more quickly and over existing infrastructure with minimal traffic disruptions.
The basic components and parts of a bridge include the superstructure, bearings, and substructure. The superstructure includes the deck and girders that support the roadway. Bearings allow movement between the superstructure and substructure and transmit loads. The substructure includes piers, abutments, and foundations that support the superstructure and transfer loads to the ground. Piers are vertical structures that support spans while abutments retain earth at the ends of the bridge and transfer loads into the ground. Foundations distribute bridge loads evenly into the soil or rock.
This document discusses different types of bridge foundations. It describes shallow foundations like open foundations and block foundations. It also describes deep foundations such as pile foundations and well foundations. Pile foundations use timber, reinforced concrete, or bored pipe piles below the river bed. Well foundations involve constructing a well structure and sinking it into the ground to transmit heavy loads. The document provides details on the components and advantages of well foundations. It also lists ideal characteristics for selecting a bridge site such as suitable foundation material, straight banks, and minimum obstructions.
The document discusses the design of footings for structures. It begins by explaining that footings are needed to transfer structural loads from members made of materials like steel and concrete to the underlying soil. It then describes different types of shallow and deep foundations, including spread, strap, combined, and raft footings. The document provides details on designing isolated and combined footings to resist vertical loads and moments based on provisions in IS 456. It also discusses wall footings and combined footings that support multiple columns. In summary, the document covers the purpose of footings, various footing types, and design of isolated and combined footings.
This document discusses reinforced concrete columns. It begins by defining columns and different column types, including based on shape, reinforcement, loading conditions, and slenderness ratio. Short columns fail due to material strength while slender columns are at risk of buckling. The document covers column design considerations like unsupported length and effective length. It provides examples of single storey building column design and discusses minimum longitudinal reinforcement requirements in columns.
Segmental bridge construction involves building bridges out of precast concrete segments. This allows for longer spans than traditional methods by reducing the need for intermediate piers. There are several techniques for segmental bridge construction including cast-in-place using form travelers, incremental launching where segments are cast and then pushed out over supports, and precast segment erection using launching girders. Segmental construction enables building bridges more quickly and over existing infrastructure with minimal traffic disruptions.
The basic components and parts of a bridge include the superstructure, bearings, and substructure. The superstructure includes the deck and girders that support the roadway. Bearings allow movement between the superstructure and substructure and transmit loads. The substructure includes piers, abutments, and foundations that support the superstructure and transfer loads to the ground. Piers are vertical structures that support spans while abutments retain earth at the ends of the bridge and transfer loads into the ground. Foundations distribute bridge loads evenly into the soil or rock.
This document discusses different types of bridge foundations. It describes shallow foundations like open foundations and block foundations. It also describes deep foundations such as pile foundations and well foundations. Pile foundations use timber, reinforced concrete, or bored pipe piles below the river bed. Well foundations involve constructing a well structure and sinking it into the ground to transmit heavy loads. The document provides details on the components and advantages of well foundations. It also lists ideal characteristics for selecting a bridge site such as suitable foundation material, straight banks, and minimum obstructions.
The document discusses the design of footings for structures. It begins by explaining that footings are needed to transfer structural loads from members made of materials like steel and concrete to the underlying soil. It then describes different types of shallow and deep foundations, including spread, strap, combined, and raft footings. The document provides details on designing isolated and combined footings to resist vertical loads and moments based on provisions in IS 456. It also discusses wall footings and combined footings that support multiple columns. In summary, the document covers the purpose of footings, various footing types, and design of isolated and combined footings.
The document provides details about the construction of a two-lane bridge over a railway crossing in Moradabad, India by UP State Bridge Corporation Limited. It summarizes the key components of the bridge, including pile foundations with friction piles, pier foundations, pier caps, pedestals, bearings, abutments, girders, deck slabs, and crash barriers. It also provides details on the materials used, such as concrete grades between M30-M40 and rebar sizes from 6mm to 32mm. Construction testing methods like slump tests, sieve tests, and cube tests are also summarized.
The document discusses the balanced cantilever method of bridge construction. It begins by explaining that this method is used for bridges with spans between 50-250m, and involves attaching precast or cast-in-place segments in an alternating manner from each end of cantilevers supported by piers. This method is well-suited for irregular spans, congested sites, and environmentally sensitive areas. It also discusses advantages like determinacy and reduced cracking risks. The document then goes into detail about construction sequences, member proportioning, superstructure types, and analysis of a specific balanced cantilever bridge in Kochi, India.
This document provides information on bridge planning, design, classification and components. It discusses:
1. The key steps in bridge planning including studying needs, alternatives, design and implementation.
2. Common bridge classifications including material (masonry, concrete, steel), structural type (slab, girder, truss), and purpose (road, rail).
3. The main components of a typical T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments and foundations. Methods for designing the deck slab and cantilever portions are outlined.
Bridge bearings allow movement of the bridge superstructure and transfer forces between the superstructure and substructure. Common early bearing types included pin, roller, rocker, and sliding metal bearings. Modern bearing types include pot, elastomeric, laminated elastomeric, and sliding bearings. Selection of the appropriate bearing type depends on required movements and load resistance based on AASHTO guidelines. An example is provided demonstrating the design process for an elastomeric bearing, including calculation of bearing loads, preliminary sizing, and stress checks to determine the final design thickness.
This document discusses various concepts related to structural analysis of arches:
1. An arch is a curved girder supported at its ends, allowing only vertical and horizontal displacements for arch action.
2. The general cable theorem relates the horizontal tension and vertical distance from any cable point to the cable chord moment.
3. Arches are classified based on support conditions (3, 2, or 1 hinged) or shape (curved, parabolic, elliptical, polygonal).
4. Horizontal thrust in arches reduces the bending moment and is calculated differently for various arch types (e.g. parabolic) and loading (e.g. UDL).
1. The document discusses plate girders, which are large flexural members made of welded steel plates used in bridges and buildings.
2. Plate girders are fabricated by welding steel plates to form the web and two flanges.
3. The web resists shear forces while the flanges resist bending moments. Thin, deep webs are prone to buckling under shear forces.
The document discusses different types of bridge foundations. Shallow foundations include spread foundations and raft foundations, which are suitable for small bridges on soil with good bearing capacity. Deep foundations are needed when the bearing soil is deep below ground or water levels are high. Common deep foundation types are pile foundations, caisson foundations, and well foundations. Caisson foundations involve sinking large, reinforced concrete boxes into the ground under water. Well foundations involve constructing circular brick or stone structures that are filled with compacted soil. The type of foundation chosen depends on the subsoil conditions and hydraulic requirements at the bridge site.
This document summarizes key concepts related to structural analysis including:
1) The effects of axial and eccentric loading on columns including direct stress, bending stress, and maximum/minimum stresses.
2) Maximum and minimum pressures at the base of dams and retaining walls including calculations of total water/earth pressure, eccentricity, and stability conditions.
3) Forces and stresses on chimneys and walls due to wind pressure including calculations of direct stress from self-weight, wind force, induced bending moment, and maximum/minimum stresses.
The document describes a topographic survey conducted for the construction of a new railway bridge. It discusses using a topographic map to identify potential alignment options for the railway track. A field survey was then carried out using a total station to determine the central line alignment and elevation levels at different points. Soil exploration work, including lab testing, was also performed. Following this, the land acquisition process began by contacting local authorities to purchase the necessary land from owners. Foundation excavation work then commenced based on the ground conditions. Piers were constructed using a total station to ensure proper alignment. Bed blocks were then marked for placing precast girders. Sleepers were later laid to allow for track alignment along the central line.
The document provides a training report for a bridge construction project in Jaipur, India during May-June 2016. It summarizes the key components of the bridge, including pile foundations, substructures like piers and pedestals, and superstructures such as prestressed concrete girders and deck slabs. The training helped the author gain practical knowledge of bridge construction techniques and management that supplemented their theoretical classroom learning.
This presentation is on design of welded and riveted connections in steel structures. in this presentation we learn briefly about these connections and design terminology about these connections.
The document provides guidance on loads and forces that should be considered when designing bridges, including:
1. Dead loads, live loads, dynamic loads, longitudinal forces, wind loads, centrifugal forces, horizontal water currents, buoyancy, earth pressures, temperature effects, and seismic loads.
2. It describes the various live load models (Class A, B, 70R, AA) and provides details on load intensity, wheel/track configuration, and load combinations.
3. Design recommendations are given for calculating impact factors, braking forces, wind loads, water current pressures, earth pressures, and seismic forces.
This document discusses the design of compression members under uniaxial bending. It notes that columns are rarely under pure axial compression due to eccentricities from rigid frame action or accidental loading. Columns can experience uniaxial or biaxial bending based on the loading. The behavior depends on the relative magnitudes of the bending moment and axial load, which determine the position of the neutral axis. Methods for designing eccentrically loaded short columns include using equations that calculate the neutral axis position and failure mode, or using interaction diagrams that graphically show the safe ranges of moment and axial load.
2.4 HIGHWAY TRANSPORTATION : DESIGN AND CONSTRUCTION OF PAVEMENT (TRE) 315061...VATSAL PATEL
This document discusses the design and construction of pavements. It begins by defining the two main types of pavements - flexible (or bituminous) pavement and rigid (or cement concrete) pavement. It then provides details on the components, materials, construction methods, and factors affecting the selection of each pavement type. The document also covers topics like soil stabilization, construction of embankments, subgrades and various pavement layers. Overall, the document provides a comprehensive overview of pavement design and construction processes.
Reinforced earth is a combination of earth and linear reinforcing strips that are capable of bearing large tensile stresses.
The reinforcement provided by these strips enable the mass to resist the tension in a way which the earth alone could not. The source of this resistance to tension is the internal friction of soil, because the stresses that are created within the mass are transferred from soil to the reinforcement strips by friction.
This document summarizes the precast segmental construction method for bridges. It was first used in Western Europe in the 1950s and involves casting concrete segments off-site, transporting them to the construction location, and erecting them using various methods like balanced cantilever, progressive placement, span-by-span, or incremental launching. Machinery like launchers, girders, cranes, and hydraulic jacks are used for erection. Additional steps include external prestressing and grouting. Precast segmental construction allows for longer spans, faster construction times, increased quality control, and is most suitable for long bridges.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
This document discusses the key elements of railway tracks, including formation, ballast, sleepers, rails, and fastenings. It describes the purpose and design considerations for each element. Formation provides the base for the track and must support the entire load. Ballast distributes loads from sleepers to prevent sinking. Sleepers provide support and stiffness. Rails provide a smooth surface for train movement. Fastenings such as fish plates, bolts, and chairs connect rails and sleepers together securely.
The document discusses different types of permanent way components used in railway engineering. It describes rails, sleepers, and their ideal requirements. Specifically, it covers flat-footed rails, wooden, steel, cast iron, and concrete sleepers. Wooden sleepers are regarded as the best due to fulfilling requirements, but newer options like pre-stressed concrete sleepers last longer and require less maintenance. Proper design of permanent way components is essential for a safe, efficient and durable railway track system.
The document provides details about the construction of a two-lane bridge over a railway crossing in Moradabad, India by UP State Bridge Corporation Limited. It summarizes the key components of the bridge, including pile foundations with friction piles, pier foundations, pier caps, pedestals, bearings, abutments, girders, deck slabs, and crash barriers. It also provides details on the materials used, such as concrete grades between M30-M40 and rebar sizes from 6mm to 32mm. Construction testing methods like slump tests, sieve tests, and cube tests are also summarized.
The document discusses the balanced cantilever method of bridge construction. It begins by explaining that this method is used for bridges with spans between 50-250m, and involves attaching precast or cast-in-place segments in an alternating manner from each end of cantilevers supported by piers. This method is well-suited for irregular spans, congested sites, and environmentally sensitive areas. It also discusses advantages like determinacy and reduced cracking risks. The document then goes into detail about construction sequences, member proportioning, superstructure types, and analysis of a specific balanced cantilever bridge in Kochi, India.
This document provides information on bridge planning, design, classification and components. It discusses:
1. The key steps in bridge planning including studying needs, alternatives, design and implementation.
2. Common bridge classifications including material (masonry, concrete, steel), structural type (slab, girder, truss), and purpose (road, rail).
3. The main components of a typical T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments and foundations. Methods for designing the deck slab and cantilever portions are outlined.
Bridge bearings allow movement of the bridge superstructure and transfer forces between the superstructure and substructure. Common early bearing types included pin, roller, rocker, and sliding metal bearings. Modern bearing types include pot, elastomeric, laminated elastomeric, and sliding bearings. Selection of the appropriate bearing type depends on required movements and load resistance based on AASHTO guidelines. An example is provided demonstrating the design process for an elastomeric bearing, including calculation of bearing loads, preliminary sizing, and stress checks to determine the final design thickness.
This document discusses various concepts related to structural analysis of arches:
1. An arch is a curved girder supported at its ends, allowing only vertical and horizontal displacements for arch action.
2. The general cable theorem relates the horizontal tension and vertical distance from any cable point to the cable chord moment.
3. Arches are classified based on support conditions (3, 2, or 1 hinged) or shape (curved, parabolic, elliptical, polygonal).
4. Horizontal thrust in arches reduces the bending moment and is calculated differently for various arch types (e.g. parabolic) and loading (e.g. UDL).
1. The document discusses plate girders, which are large flexural members made of welded steel plates used in bridges and buildings.
2. Plate girders are fabricated by welding steel plates to form the web and two flanges.
3. The web resists shear forces while the flanges resist bending moments. Thin, deep webs are prone to buckling under shear forces.
The document discusses different types of bridge foundations. Shallow foundations include spread foundations and raft foundations, which are suitable for small bridges on soil with good bearing capacity. Deep foundations are needed when the bearing soil is deep below ground or water levels are high. Common deep foundation types are pile foundations, caisson foundations, and well foundations. Caisson foundations involve sinking large, reinforced concrete boxes into the ground under water. Well foundations involve constructing circular brick or stone structures that are filled with compacted soil. The type of foundation chosen depends on the subsoil conditions and hydraulic requirements at the bridge site.
This document summarizes key concepts related to structural analysis including:
1) The effects of axial and eccentric loading on columns including direct stress, bending stress, and maximum/minimum stresses.
2) Maximum and minimum pressures at the base of dams and retaining walls including calculations of total water/earth pressure, eccentricity, and stability conditions.
3) Forces and stresses on chimneys and walls due to wind pressure including calculations of direct stress from self-weight, wind force, induced bending moment, and maximum/minimum stresses.
The document describes a topographic survey conducted for the construction of a new railway bridge. It discusses using a topographic map to identify potential alignment options for the railway track. A field survey was then carried out using a total station to determine the central line alignment and elevation levels at different points. Soil exploration work, including lab testing, was also performed. Following this, the land acquisition process began by contacting local authorities to purchase the necessary land from owners. Foundation excavation work then commenced based on the ground conditions. Piers were constructed using a total station to ensure proper alignment. Bed blocks were then marked for placing precast girders. Sleepers were later laid to allow for track alignment along the central line.
The document provides a training report for a bridge construction project in Jaipur, India during May-June 2016. It summarizes the key components of the bridge, including pile foundations, substructures like piers and pedestals, and superstructures such as prestressed concrete girders and deck slabs. The training helped the author gain practical knowledge of bridge construction techniques and management that supplemented their theoretical classroom learning.
This presentation is on design of welded and riveted connections in steel structures. in this presentation we learn briefly about these connections and design terminology about these connections.
The document provides guidance on loads and forces that should be considered when designing bridges, including:
1. Dead loads, live loads, dynamic loads, longitudinal forces, wind loads, centrifugal forces, horizontal water currents, buoyancy, earth pressures, temperature effects, and seismic loads.
2. It describes the various live load models (Class A, B, 70R, AA) and provides details on load intensity, wheel/track configuration, and load combinations.
3. Design recommendations are given for calculating impact factors, braking forces, wind loads, water current pressures, earth pressures, and seismic forces.
This document discusses the design of compression members under uniaxial bending. It notes that columns are rarely under pure axial compression due to eccentricities from rigid frame action or accidental loading. Columns can experience uniaxial or biaxial bending based on the loading. The behavior depends on the relative magnitudes of the bending moment and axial load, which determine the position of the neutral axis. Methods for designing eccentrically loaded short columns include using equations that calculate the neutral axis position and failure mode, or using interaction diagrams that graphically show the safe ranges of moment and axial load.
2.4 HIGHWAY TRANSPORTATION : DESIGN AND CONSTRUCTION OF PAVEMENT (TRE) 315061...VATSAL PATEL
This document discusses the design and construction of pavements. It begins by defining the two main types of pavements - flexible (or bituminous) pavement and rigid (or cement concrete) pavement. It then provides details on the components, materials, construction methods, and factors affecting the selection of each pavement type. The document also covers topics like soil stabilization, construction of embankments, subgrades and various pavement layers. Overall, the document provides a comprehensive overview of pavement design and construction processes.
Reinforced earth is a combination of earth and linear reinforcing strips that are capable of bearing large tensile stresses.
The reinforcement provided by these strips enable the mass to resist the tension in a way which the earth alone could not. The source of this resistance to tension is the internal friction of soil, because the stresses that are created within the mass are transferred from soil to the reinforcement strips by friction.
This document summarizes the precast segmental construction method for bridges. It was first used in Western Europe in the 1950s and involves casting concrete segments off-site, transporting them to the construction location, and erecting them using various methods like balanced cantilever, progressive placement, span-by-span, or incremental launching. Machinery like launchers, girders, cranes, and hydraulic jacks are used for erection. Additional steps include external prestressing and grouting. Precast segmental construction allows for longer spans, faster construction times, increased quality control, and is most suitable for long bridges.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
TYPES OF PILE FOUNDATION & APPLICATIONSMaharshi Dave
The PPT about pile foundation and types of pile foundation.It is very useful and make very properly.If you don't know about pile foundation then no problem only just refer this PPT and then you will become to know about pile foundation very well.I hope this will helpful to someone.
This document discusses the key elements of railway tracks, including formation, ballast, sleepers, rails, and fastenings. It describes the purpose and design considerations for each element. Formation provides the base for the track and must support the entire load. Ballast distributes loads from sleepers to prevent sinking. Sleepers provide support and stiffness. Rails provide a smooth surface for train movement. Fastenings such as fish plates, bolts, and chairs connect rails and sleepers together securely.
The document discusses different types of permanent way components used in railway engineering. It describes rails, sleepers, and their ideal requirements. Specifically, it covers flat-footed rails, wooden, steel, cast iron, and concrete sleepers. Wooden sleepers are regarded as the best due to fulfilling requirements, but newer options like pre-stressed concrete sleepers last longer and require less maintenance. Proper design of permanent way components is essential for a safe, efficient and durable railway track system.
Railways Harbors Tunneling and Airports Module 1 complete presentation as per VTU Syllabus
• The gauge should be correct and uniform.
• The rails should be in proper level. In a straight track, two rails must be at the same
level. On curves, the outer rail should have proper super elevation and there should be
proper transition at the junction of a straight and a curve.
• The alignment should be correct i.e., it should be free from irregularities.
• The gradient should be uniform and as gentle as possible. Any change of gradient
should be followed by a smooth vertical curve, to give smooth riding quality.
• The track should be resilient and elastic in order to adsorb shocks and vibrations of
running tracks.
• The radii and super elevation on curves should be properly designed and maintained
1. The document discusses the components and requirements of an ideal permanent way for railways, including rails, sleepers, ballast, and their functions.
2. Different types of rails, sleepers, and ballast materials are described, along with their advantages and disadvantages. Concrete, steel, and cast iron sleepers are commonly used due to their longer lifespan compared to wooden sleepers. Broken stone is considered the best ballast material due to its hardness and drainage properties.
3. An ideal permanent way provides a stable, level track that can safely and efficiently support train traffic while minimizing costs and requiring minimal maintenance over time.
The document discusses the components and requirements of an ideal permanent way for railways. It describes that the permanent way consists of rails fitted on sleepers which rest on ballast and a subgrade. The key requirements for an ideal permanent way are proper gauge, alignment, gradient, drainage and minimal resistance. It also discusses different types of rails, sleepers and fastenings used in railway track construction.
Railway Engineering:
Permanent Way, Rail Gauge, Broad Gauge, Meter Gauge, Narrow Gauge, Choice of Gauge, Uniformity of Gauge, Rails - Double headed, Bull Headed, Flat footed Rails, Sleepers, Ballast, Formation, Types of sleepers, Merits and Demerits, Functions of sleepers, Requirements of good sleepers,Spacing of sleepers, Sleeper Density, Characteristics of good ballast, Capacity of a railway track, Track Fixtures and Fastening, Types of fixtures and fastening, Fish Plates, Dog Spikes, Rail Joints, Creep of Rails, Indication of Creep, Disadvantages of creep in rails, Remedies for prevention of creep, Theory of creep, Coning of Wheels, Theory of coning, Adzing of sleepers, Gradients, Grade compensation on curves, Radius and degree of curves, Super-elevation, Negative cant, Cant Deficiency, Equilibrium speed, Maximum permissible speed, Necessity of geometric design, Track defects, Transition curves, Vertical curves, Points and crossings, Types of crossings, Turnouts, Switches, Interlocking, Signalling, Classification and types of Signals, Semaphore type signal, Detonating signals, Dock signals, Shunting Signals, Warner Signals, Reception & Departure Signals, Railway Station, Purpose of a Railway Station, Site selection for Railway Stations, Track Drainage, Why Need of Proper Drainage.
Airport Engineering:
Basic Terms (AAI, ICAO, IATA), Airport System plan, Master plan, Airport Classification, Site Selection, Imaginary Surfaces, Aircraft Characteristics, Important components of Airport Layout, Runway, Runway Configuration, Runway Orientation, Factors affecting Runway Orientation, Wind Direction Indicator, Wind Rose Diagram - Type I & Type II, Basic Runway Length, Corrections for Elevation, Temperature & Gradient, Actual Runway Length, Runway Geometric (ICAO), Taxiways, Exit Taxiways, Location of Exit Taxiways, Holding Aprons, Hanger, Terminal Building, Aircraft Parking, Airport Marking & Lightning.
Permanent Way of Railway & Components ?(part -1,2,3,4,5)RAMPRASAD KUMAWAT
Permanent Way Components: , Selection of Alignment, Ideal Permanent Ways and Cross-sections in different conditions, Salient Features and types of Components viz.
Rails, Sleepers, Ballast, Rail Fastenings.
Types and Selection of Gauges
This document discusses the components and types of rails used in permanent ways for railways. It describes the main components as rails, sleepers, fasteners, ballast and subgrade. It outlines three common types of rails: double headed rails which can be inverted; bull headed rails which are thicker at the head and require chairs; and flat footed rails which have a rolled flat foot and are most commonly used today in India due to lower maintenance costs despite early issues with foot sinking.
Railway engineering is a multi-faceted engineering discipline dealing with the design, construction and operation of all types of rail transport systems.
this presentation shows that the bearing of a bridge. what is the type of bearing used? category of bridge describe. know about the significance of bridge. why bearing is essential.
Railway Engineering involves various components of railway tracks known as permanent way. This includes rails, sleepers, ballast, fixtures and fastenings. Ballast is a key component that provides drainage, load distribution and track resilience. It is made of crushed stone or gravel and must meet requirements like strength, drainage, and resistance to weathering. Track gauge refers to the distance between rails and comes in standard, broad and narrow sizes suited for different railway applications and territories.
Bridge bearings allow for controlled movement between the bridge deck and piers/substructure. The earliest bearings were metal sliding or roller bearings, while modern bridges primarily use elastomeric bearings made of rubber. Elastomeric bearings are advantageous as they require little maintenance, easily accommodate multi-directional movement, are inexpensive, and can absorb vibrations. Proper selection and design of bearings is important for transferring loads while preventing excessive stresses in the bridge structure from temperature changes, traffic, or seismic activity.
The document describes the Bogibeel bridge, a 4.94 km long rail-cum-road bridge over the Brahmaputra river in Assam, India. It is the longest rail-cum-road bridge in India and the second longest in Asia. The bridge connects Dibrugarh in south Assam to Dhemaji in north Assam, providing critical connectivity and reducing travel time for over 5 million people. It has a double rail line on the lower deck and a 3 lane road on the upper deck. Deep foundations known as well foundations or caissons were used to construct the bridge's substructure due to the area's seismic activity. Over 30 lakh cement bags and 2,800 tons of steel were
This document discusses structural design considerations for bridges and culverts. It covers types of bridges selected based on span length and economics. It also discusses loads on bridges including dead load, live load, impact load, wind load, and other factors. The document provides details on solid slab bridges, girder bridges, and truss bridges. It also covers design of box culverts.
Transportation is regarded as an index of economic progress in a country. The key modes of transport are land, water, and air. Railways are a major form of land transport and have various economic, social, and strategic advantages. Railways have helped integrate people across religions and regions. They allow for efficient administration and rapid mobilization during emergencies. Railways also facilitate mass migration and have broadened social outlooks by enabling travel. Economically, railways increase mobility, transport goods, provide employment, and increase land values near stations. The essential components of a railway track include rails, sleepers, ballast, and other fixtures that work together to form a strong yet flexible surface for train movement.
The document provides information on various aspects of railway planning and engineering. It discusses different types of transportation and railway gauges. It also describes key components of the permanent way including rails, sleepers, ballast and fixtures. Different types of these components are explained along with their requirements and characteristics. The document also covers topics like creep, wear of rails, route alignment survey and different stages of engineering survey.
The document discusses armoured face conveyors used in longwall coal mining. It describes how the conveyors transport cut coal across the mining face to a transfer point. Key components of the conveyors include drive heads, pans, link chains, scraper bars, and tail ends. The conveyors can transport coal at speeds over 1 meter per second. Surveys found varying motor sizes, pan widths, and chain sizes depending on the power and capacity needs of each conveyor.
Escalators are designed to transport large numbers of people vertically between floors. Key factors in escalator design include the physical distance that needs to be spanned, anticipated traffic patterns, and safety considerations. Escalators consist of landing platforms connected by a metal truss that supports the tracks guiding the moving steps. The steps are linked together and guided by the track system to continuously form a moving staircase. Proper design of escalator width, angle, and configuration is necessary to efficiently and safely transport passengers.
Escalators are moving staircases that help transport people between different floors of a building without requiring them to climb stairs. They consist of a continuously circulating belt of steps driven by an electric motor. As a staple of modern infrastructure, escalators are commonly found in shopping malls, airports, transit stations, and other public spaces where quick and efficient vertical movement is desired.
Each escalator has a pair of tracks that guide a loop of steps horizontally at the top and bottom before they flatten out to form the steps that people stand on. Handrails provide balance and safety, moving in sync with the steps. Escalators are designed to accommodate high traffic, offering a convenient alternative to elevators byEscalators are moving staircases that help transport people between different floors of a building without requiring them to climb stairs. They consist of a continuously circulating belt of steps driven by an electric motor. As a staple of modern infrastructure, escalators are commonly found in shopping malls, airports, transit stations, and other public spaces where quick and efficient vertical movement is desired.
Each escalator has a pair of tracks that guide a loop of steps horizontally at the top and bottom before they flatten out to form the steps that people stand on. Handrails provide balance and safety, moving in sync with the steps. Escalators are designed to accommodate high traffic, offering a convenient alternative to elevators by allowing continuous boarding and disembarkation of passengers. They can operate in one fixed direction—up or down—or be reversible based on traffic flow needs.
Rails, Types, Joints, Creep, Failure of Rails and Welding of Railssrinivas2036
The document discusses rails used in railway tracks. It defines different types of rails including double headed, bull headed, and flat footed rails. Flat footed rails, also called Vignoles rails, are now most commonly used. Standard rail sections used in Indian railways, such as 52kg and 60kg, are presented. Requirements of an ideal rail and factors affecting rail wear and failure are explained. Methods to reduce rail wear include use of special alloys, track maintenance, reducing expansion gaps, and lubricating rails.
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
ACEP Magazine edition 4th launched on 05.06.2024Rahul
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
Literature Review Basics and Understanding Reference Management.pptxDr Ramhari Poudyal
Three-day training on academic research focuses on analytical tools at United Technical College, supported by the University Grant Commission, Nepal. 24-26 May 2024
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
Adaptive synchronous sliding control for a robot manipulator based on neural ...IJECEIAES
Robot manipulators have become important equipment in production lines, medical fields, and transportation. Improving the quality of trajectory tracking for
robot hands is always an attractive topic in the research community. This is a
challenging problem because robot manipulators are complex nonlinear systems
and are often subject to fluctuations in loads and external disturbances. This
article proposes an adaptive synchronous sliding control scheme to improve trajectory tracking performance for a robot manipulator. The proposed controller
ensures that the positions of the joints track the desired trajectory, synchronize
the errors, and significantly reduces chattering. First, the synchronous tracking
errors and synchronous sliding surfaces are presented. Second, the synchronous
tracking error dynamics are determined. Third, a robust adaptive control law is
designed,the unknown components of the model are estimated online by the neural network, and the parameters of the switching elements are selected by fuzzy
logic. The built algorithm ensures that the tracking and approximation errors
are ultimately uniformly bounded (UUB). Finally, the effectiveness of the constructed algorithm is demonstrated through simulation and experimental results.
Simulation and experimental results show that the proposed controller is effective with small synchronous tracking errors, and the chattering phenomenon is
significantly reduced.
Adaptive synchronous sliding control for a robot manipulator based on neural ...
Study of Bridge Bearings
1. Study of Bridge Bearings
Presented By : Ayush N. Hajare
( Diploma student, 2nd year, civil
engineering)
2. Contents
• Introduction of Bridge Bearings
• History of Bridge Bearings
• Function of Bridge Bearings
• Types of Bridge Bearings
• Forces on Bridge Bearings
• Movements on Bridge Bearings
• Some Bridge Projects in India
• Conclusion
• References
@ayushhajare
3. Introduction of Bridge
Bearings
• A bridge bearing is a component of a bridge which
typically provides a resting surface between
bridges piers and bridges deck.
• The purpose of bearing is to allow controlled
movements and thereby reduce the stress
involved.
• @ayushhajare
4. History of Bridge Bearings
• The first bridge bearing to be used were plne
bearings in early 1800s , which included sliding
bearing or roller bearings.
• In mid- 1900s deformation bearings began to be
used, which were made of rubber.
@ayushhajare
5. Function of Bridge Bearings
• A bridge bearing carries loads or
movements in both vertical and
horizontal direction from bridge
superstructure and transfer those
loads to bridge piers and
abutments.
• @ayushhajare
7. Types of Bridge Bearings
• Sliding bearing
• Rocker and pin bearing
• Roller bearing
• Elastomeric bearing
• Curved bearing
• Pot bearing
• Disk bearing
Bridge bearing
• @ayushhajare
8. 1.Sliding bearing
• Sliding bearing consists of two metals plates, commonly
stainless steel plates, that slide relative to each other,
hence makes room for translation movement and
lubricating material between them as illustrated.
• A friction force is generated in sliding bearing and it is
imposed on substructure and superstructure and sliding
bearing itself.
• @ayushhajare
9. • It may be required to provide lubricant such as
polytetrafluoroethylene (PTEE) to decline
generated friction.
• It is specified by ASSHTO that sliding bearing
cannot be used unless the bridge span is smaller
than 15m.
• @ayushhajare
10. •What is ASSHTO?
• The American Association of State Highway and
Transportation Officials (AASHTO) is a standards
setting body which publishes specifications, test
protocols, and guidelines that are used in highway
design and construction throughout the United
States. Despite its name, the association represents
not only highways but air, rail, water, and public
transportation as well.[4]
• @ayushhajare
11. 2.Rocker and pin bearing
• Rocker is an expansion bearing composed of curved surface at
bottom , which accommodate translation movement and pin at
top makes room for rotation movement as illustrated.
• Pin bearing is fixed bearing that make room for rotation
movement through the application of steel pin.
• Pin bearing has similar structure and component like rocker
bearing apart from bottom of pin bearing which is flat and fixed
to concrete piers.
• @ayushhajare
12. • Both rocker and pin bearing are mainly employed in
steel bridge structure.
• Rocker and pin beay should be considered when
bridge movement is adequately known and described
, since such bearing make rooms for both translation
and rotation movements in one direction only.
• @ayushhajare
13. 3.Roller bearing
• Roller bearing can be used in construction of
reinforced concrete and steel bridge structure.
• There are two main structures including single
roller bearing which is composed of one roller
placed between two consists of several rollers
installed between two plates.
@ayushhajare
14. • The former can accommodate both rotation and
translation movement in longitudinal direction and it is
cheap to manufacture.
• In contrary, can make room for translation movement
only and rotation movement can be accommodate if
rollers are combined with pin bearing.
• Multiple roller bearing are expensive and support
considerably large vertical loads.
@ayushhajare
15. 4.Elastomeric bearing
• It consists of elactomer manufactured from synthetic or
natural rubber and can take both translation and rotation
movements through elastomer deformation.
• The ability of elastomer to carry large vertical loads is
because of reinforcement provision that prevents lateral
builging of elastomer.
• There are number of elastomeric bearing pads classified
based on types of reinforcements used.
• @ayushhajare
16. • For example, steel reinforced, pliin, fiberglass
reinforced and cotton duck reinforced elastomeric
bearing pads.
• Strength and response of each type is different , steel
reinforced elastomeric bearing is the strongest one and
plain elastomeric pad is the weakest.
• Elastomeric bearing is niether expensive nor requires
considerable maintenance, that iswhy it the most
desired bearing type.
• @ayushhajare
17. 5.Curved bearing
• It consists two curved plate that match each other
, if curved bearing is cylindrical, then it only
accommodate rotation movements.
• Both rotation and translation movements can be
dealt with if curved bearing is spherical.
• @ayushhajare
18. 6.Pot bearing
• Pot bearing consists of elastomeric disk confined
in a pot , steel and piston that is properly tailored
into a pot wall and flat sealing rings which keeps
elastic inside the pot.
• Pot bearing can support considerable vertical
loads and it is commonly transferred through steel
piston to the elastomeric disc which is almost
incompressible.
• @ayushhajare
19. • As far as lateral load is concerned , it is transferred
as steel pistol moves toward pot wall.
• Translation movement is limited in pure pot
bearing that is why PTEE are introduced to sliding
surface to make rooms for translation movements.
• @ayushhajare
20. 7.Disk bearing
• Different components of disk bearing are
shown,rotation movement is accommodated
through the deformation of elastomer whereas
the translation movement is considered through
the application of PTEE slider.
• @ayushhajare
22. Movements on bridge bearings
• Translation (both transverse and longitudinal
directions) caused by creep, shrinkage and
temperature effects.
• Rotations caused by Traffic loading ,
construction tolerances and uneven settlement
of the foundation.
• @ayushhajare
23. Some projects in India
Dhola Sadiya Bridge
The bridge. Spans the Lohit River , a major tributary
of the Bramhaputra River, from the village of Dhola
( Tinsukia District) in the south to Sadiya to the
north. The bridge is the first permanent road
connection between the northern Assam and
eastern Arunachal Pradesh.
. Total length - 9.15km(5.69mi)
. Width - 12.9m(42ft)
Longest span - 50 m(160ft)
No. Of span - 183
@ayushhajare
26. References
• Lee, David J. (1994). Bridge Bearings and Expansion
Joints. Taylor & Francis Group. pp. 4–5. ISBN 0-419-
14570-2.
• Gilstad Drew E. (1990-05-01). "Bridge Bearings and
Stability". Journal of Structural Engineering. 116 (5):
1269–1277. doi:10.1061/(ASCE)0733-
9445(1990)116:5(1269).
• Brinckerhoff, Parsons (1993). Silano, Louis G. (ed.).
Bridge Inspection and Rehabilitation: A Practical Guide.
John Wiley & Sons. p. 183. ISBN 0471532622.
• Fu, Gongkang (2013). Bridge Design and Evaluation:
LRFD and LRFR. John Wiley & Sons. p. 304. ISBN
1118332687.
@ayushhajare
27. Conclusion
•Hence, these are various types of
Bridge bearings as classified.Also
some big bridges in India like 'Dhola
Sadiya Bridge' on Bramhaputra
River is one of the biggest project in
India.
• @ayushhajare