To design and fabricate a kattwyk bridge.Thus our project would help lot of people who are facing problems presently while ship to move under the bridge. Now our project would make the movement of ship under the bridge even in a small river.
The basic principle behind any hydraulic system is Pascal's Law. "Pressure applied anywhere to the body of fluid causes a force to be transmitted equally in all directions, with the force acting at right angles to any surface in contact with the fluid."
This document discusses the design of roller coasters. It begins by introducing different types of roller coaster tracks, including vertical loops and other inversions. It then examines the forces that act on roller coaster trains as they move along the tracks, such as gravity, friction, drag, and the normal reaction force. The document proposes modeling roller coaster motion by simplifying the train to a point mass and restricting movement to two dimensions initially. It will analyze point mass motion around different track sections, beginning with the vertical loop, to calculate the velocity required to complete the loop without derailing.
This document presents the design of a three-span precast pre-stressed concrete girder bridge with spans of 12.0015m, 24.140m, and 12.0015m. The objectives are to develop a cost-effective bridge design using LRFD methods that meets NMDOT standards. The design includes AASHTO Type III girders, a reinforced concrete deck, bearing pads, pier columns, drilled shaft foundations, and considers loads, reinforcement, and strength requirements. Analysis and design software such as CONSPAN and RC-PIER are used to optimize the superstructure and substructure elements.
The document is a presentation on the design of an overhead water tank located at a railway colony in Allahabad, India. It includes the following key points:
- The target population is 1500 people and the maximum daily water demand calculated is 540 cubic meters.
- The proposed water tank design has a diameter of 12 meters, height of 5 meters, and volume capacity of 540 cubic meters.
- The tank will have a dome roof supported by 8 columns and be constructed of reinforced concrete designed to withstand specified loadings.
- Detailed calculations are shown for determining the dome geometry, stresses, and steel reinforcement requirements based on code specifications.
- Construction details like raft foundation, concrete grade of M
The document summarizes a seminar report on vacuum trains (vactrains). Key points:
- Vactrains use maglev trains in an evacuated tunnel to achieve very high speeds, such as traveling from New York to London in under an hour.
- The technology involves constructing prefabricated tube sections that are anchored to the ocean floor and joined together to form an airtight tunnel. Vacuum pumps are then used to evacuate the air from the tunnel.
- Maglev trains use magnets for levitation, propulsion and guidance allowing them to travel without friction. Calculations show accelerating from 0-5000 mph in 5 minutes would result in a transverse g-force of 0.76
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
The document discusses cable suspension bridges. It provides an introduction that describes the key components of a suspension bridge, including two main cables that are anchored and pass over towers, suspending the central deck. It then covers various topics related to suspension bridge design and construction, such as the different types of bridges, components, use of anchorages, evolution of the design, structural analysis and loads, construction sequence, software used, potential structural failures, examples of bridges in India, and advantages and disadvantages.
Structural analysis of a road bridge using ansysSubham kumar
This document describes a structural analysis of a road bridge using finite element modeling. It provides background on bridges and their types. The analysis procedure involves creating a 3D model of the bridge in ANSYS, defining the material properties of steel and concrete, meshing the model into finite elements, and applying boundary conditions to model how the bridge is supported. The results will provide insights into the stresses and performance of the bridge structure.
The basic principle behind any hydraulic system is Pascal's Law. "Pressure applied anywhere to the body of fluid causes a force to be transmitted equally in all directions, with the force acting at right angles to any surface in contact with the fluid."
This document discusses the design of roller coasters. It begins by introducing different types of roller coaster tracks, including vertical loops and other inversions. It then examines the forces that act on roller coaster trains as they move along the tracks, such as gravity, friction, drag, and the normal reaction force. The document proposes modeling roller coaster motion by simplifying the train to a point mass and restricting movement to two dimensions initially. It will analyze point mass motion around different track sections, beginning with the vertical loop, to calculate the velocity required to complete the loop without derailing.
This document presents the design of a three-span precast pre-stressed concrete girder bridge with spans of 12.0015m, 24.140m, and 12.0015m. The objectives are to develop a cost-effective bridge design using LRFD methods that meets NMDOT standards. The design includes AASHTO Type III girders, a reinforced concrete deck, bearing pads, pier columns, drilled shaft foundations, and considers loads, reinforcement, and strength requirements. Analysis and design software such as CONSPAN and RC-PIER are used to optimize the superstructure and substructure elements.
The document is a presentation on the design of an overhead water tank located at a railway colony in Allahabad, India. It includes the following key points:
- The target population is 1500 people and the maximum daily water demand calculated is 540 cubic meters.
- The proposed water tank design has a diameter of 12 meters, height of 5 meters, and volume capacity of 540 cubic meters.
- The tank will have a dome roof supported by 8 columns and be constructed of reinforced concrete designed to withstand specified loadings.
- Detailed calculations are shown for determining the dome geometry, stresses, and steel reinforcement requirements based on code specifications.
- Construction details like raft foundation, concrete grade of M
The document summarizes a seminar report on vacuum trains (vactrains). Key points:
- Vactrains use maglev trains in an evacuated tunnel to achieve very high speeds, such as traveling from New York to London in under an hour.
- The technology involves constructing prefabricated tube sections that are anchored to the ocean floor and joined together to form an airtight tunnel. Vacuum pumps are then used to evacuate the air from the tunnel.
- Maglev trains use magnets for levitation, propulsion and guidance allowing them to travel without friction. Calculations show accelerating from 0-5000 mph in 5 minutes would result in a transverse g-force of 0.76
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
The document discusses cable suspension bridges. It provides an introduction that describes the key components of a suspension bridge, including two main cables that are anchored and pass over towers, suspending the central deck. It then covers various topics related to suspension bridge design and construction, such as the different types of bridges, components, use of anchorages, evolution of the design, structural analysis and loads, construction sequence, software used, potential structural failures, examples of bridges in India, and advantages and disadvantages.
Structural analysis of a road bridge using ansysSubham kumar
This document describes a structural analysis of a road bridge using finite element modeling. It provides background on bridges and their types. The analysis procedure involves creating a 3D model of the bridge in ANSYS, defining the material properties of steel and concrete, meshing the model into finite elements, and applying boundary conditions to model how the bridge is supported. The results will provide insights into the stresses and performance of the bridge structure.
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving LoadIRJET Journal
This document analyzes long span suspension bridges under wind and moving loads using SAP2000 software. Three bridge models were created with spans of 400m, 500m, and 600m. The bridges were analyzed for wind loads based on Indian and ASCE codes. Moving load analysis used Class AA tracked loads. Results showed time period and deck deflection increased with span while frequency decreased. Suspender forces were lower than sag cable forces. Maximum pylon displacement occurred in the 600m span bridge under wind loads. In conclusion, suspension bridge behavior depends strongly on span length, and wind loads govern perpendicular to the bridge direction.
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.
This document is a vocational training report submitted by Yogesh Kumar Yadav after completing training at the Technical Training Centre of Banaras Locomotive Works in Varanasi, Uttar Pradesh, India. The report provides an overview of Banaras Locomotive Works, including its history, facilities, and production of locomotives, generator sets, and spare parts. It also describes visits to various workshops at BLW including the Bridge Workshop, Permanent Way Workshop, and offices of the Inspector of Works for maintenance and construction activities. The conclusion reflects on the practical experience and knowledge gained during the training period.
IRJET- Comparative Study of Effect of Varying Span Length on Major Elemen...IRJET Journal
This document compares two curved bridge models for a metro system with a total span of 100 meters. Model 1 has a mid span of 70 meters and side spans of 15 meters each. Model 2 has a mid span of 40 meters and side spans of 30 meters each. The study aims to determine a suitable bridge design for the metro system that considers both construction and traffic planning issues. The models are analyzed using STAAD Pro software to calculate responses like displacement, stress, and loading based on Indian codes. The results will help generalize the metro bridge design and traffic planning for this location.
This document provides information on the design of a T-beam bridge using the working stress method. It discusses the key components of a T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments, and foundations. It also describes the design procedures for these components, focusing on the deck slab, cantilever slab, longitudinal girders, and cross girders. Methods for calculating bending moments and determining reinforcement are covered.
Final report design of a pedestrian bridge - fall 2009Sanamau Waitogu
This document is the final report for a senior design project to design a pedestrian bridge between the University of Toledo's main campus and engineering campus. It summarizes the constraints of the project site, which include high voltage power lines, nearby railroad tracks, and poor soil conditions. It then describes site visits where traffic and pedestrian counts were collected. Two potential bridge designs are recommended to safely transport pedestrians across Douglas Road between the campuses.
Advanced Cable Stayed Bridge Construction Process Analysis with ANSYS IJMER
This document summarizes a process for analyzing the construction of cable-stayed bridges using finite element analysis software (ANSYS). It describes modeling the different components of cable-stayed bridges, including the deck, pylon, and cables. It then outlines an algorithm for determining the cable forces needed at each construction phase to achieve the desired final shape of the bridge. This involves using linear and nonlinear analysis to model the bridge at its final state and then removing elements in reverse order to simulate the construction process. The document also discusses automation of the process using the Bridge Module in ANSYS, which can generate the model and analysis steps. Finally, it presents the finite element models used and considerations for loads like dead, live, and wind
IRJET- Seismic Analysis of Curve Cable-Stayed BridgeIRJET Journal
1) The document analyzes the seismic performance of cable-stayed bridges with different horizontal curvatures, ranging from straight to 5 degrees of curvature.
2) Six bridge models were analyzed using the software SAP2000, including a straight bridge and bridges with 1, 2, 3, 4, and 5 degrees of curvature.
3) The results show that base shear, pier displacement, and deck displacement all decreased as curvature increased from straight to 3 degrees, but then increased again from 3 to 5 degrees of curvature. The bridges with intermediate (2-3 degree) curvature demonstrated the best seismic performance.
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...IRJET Journal
This document summarizes a study that analyzed the dynamic behavior of a cable-stayed bridge using finite element analysis in ANSYS. A 3D model of a cable-stayed bridge was created using beam, shell, and link elements to model the deck, tower, and cables. Modal analysis was performed to determine the natural frequencies and mode shapes. Time history analysis was also conducted using ground motion data to understand the bridge's response under earthquake loads. The results showed the bridge has complex vibration modes due to coupling effects and is more flexible in the vertical direction than transverse or longitudinal directions.
This document provides details about the Samuel Beckett Bridge in Dublin, Ireland. It is a cable-stayed steel structure with a 123m main span across the River Liffey. The bridge rotates 90 degrees to allow ship traffic. It has an asymmetric shape influenced by maintaining the navigable river channel. The bridge structure transfers loads through a box girder deck, cable stays in tension, and a curved pylon foundation. Live loads include traffic and wind. Value engineering identified cost savings such as using steel blocks instead of lead shot for ballast.
Parametric Study on Curved Bridges Subjected to Seismic LoadingIRJET Journal
- The document presents a study on the behavior of curved bridges subjected to seismic loading. Two bridge types - box girder bridge and I-girder bridge - are modeled with varying radius of curvature (infinite, 150m, 250m) and column skewness (0, 15, 30 degrees).
- Linear static and non-linear pushover analyses are performed on the bridge models in CSI Bridge software. Modal periods and pushover curves are obtained and compared for different models.
- The results show that increasing the radius of curvature decreases the transverse vibration period. Increased skewness and smaller radii of curvature reduce the seismic resistance of the bridges as seen from decreased strength and stiffness in the pushover
Planning analysis design the overhead circular water tank in seerapalayam pan...Subash thangaraj
To forecasting the population of the seerapalayam panchayat. To calculate the estimation of water quantity need in Domestic, and industrial purpose. After the calculation planning analysis and design the overhead circular water tank in economically.
This document analyzes the behavior of steel arch bridge structures with varying rise ratios and deck positions. It models bridges in SAP2000 with rise ratios of L/3, L/4, L/5, and L/6 and analyzes bending moment, deflection, weight, and cable height. Bending moment and deflection increase as rise decreases. The L/6 model exceeds the deflection limit. Deck position also affects deflection and weight, with through-type bridges having the highest deflection and lowest weight, and deck bridges the lowest deflection and highest weight. Analysis of different configurations helps optimize the design for stability and efficiency.
Analyze and design of suspension bridge using sap2000vivatechijri
Structural design requires a full understanding and knowledge of all the components comprising the structure. 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 design of modern suspension bridges allows them to cover longer distances than other types of bridges. The main element of a cable suspended bridge is the cable system. Bridges are normally designed for dead load, live load and other occasional loads. All loading and unloading conditions in analysis and design are provided as per IRC codal specifications. The whole modeling of the suspension parts of the bridge was done by using SAP2000. Suspension cable bridge having 1km span with single lane road, the intensity of road is given has 20 numbers of vehicles each loaded with 350KN (heavy loading class A-A track load) is analyzed by SAP2000. The output of the software presents results including moments, axial loads, shear force and displacements. Moreover, moments and axial load at each node and at any point within the element can be easily obtained from the software output. This thesis examines issues analysis and design calculation in over a structure will safe under all conditions.
Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000ijtsrd
In this study, a comparative study supported two differing types of bridges i.e. Deck type and Pre stressed deck type using finite element analysis in SAP 2000 is ready , considering same loading class 70 R as per I.R.C. loading. During this study well also prepare a price analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort of bridges is more preferred when it involves connectivity to short distances. So, its necessary to update the analysis and style methods. Here, during this paper, theres an effort to review the comparison of maximum bending moment thanks to super load during a girder and slab bridge an equivalent bridge is analyzed as a three dimensional model in finite element software as SAP2000, apply an equivalent loading finished conventional methods and compared the results. The utmost bending moment results obtained from finite element model. Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47575.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47575/design-and-analysis-of-a-girder-bridge-for-highway-structures-using-sap-2000/nitin-singh-raghuwanshi
DESIGN OF MINE SHAFT ELEVATOR design guideSuresh Ramarao
This document discusses the design of a mine shaft elevator. It begins by providing background on the history and types of elevators. It then describes design considerations for mine shaft elevators, including options for shaft design (circular vs. horizontal) and parameters like speed, motor selection, suspension ropes, and guide rails. Calculations are shown for selecting these components for a case study mine shaft elevator with a lifting capacity of 32 tons and a height of 730 meters. Key parameters of the elevator design are presented in a table. The conclusions compare the computer-calculated design values to standard parameters.
The document is a seminar report on cable suspension bridges submitted by Gaurav Rawat to fulfill requirements for a Bachelor of Technology degree in Civil Engineering. It provides an introduction to the topic, discusses the structural elements and components of suspension bridges, and covers various types of suspension bridges. It also examines the manufacturing process and design, loads on suspension bridges, failures that can occur, and pros and cons of this bridge type. The report was approved by the seminar guide, Dr. Jyoti Prasad, and acknowledges their guidance throughout the project.
This document summarizes segmental bridge construction techniques. Segmental bridges are constructed using precast concrete segments rather than a single continuous pour. This allows construction over bodies of water without needing intermediate supports. Two common techniques are discussed - cantilever construction where segments are cast out from each pier, and incremental launching where precast segments are erected on a launching girder. A case study of the Ganga bridge in India is provided, which used both precast and cast-in-place segments to span over 1,000 meters. Segmental construction enables longer bridge spans while reducing impacts to river traffic during construction.
This document summarizes segmental bridge construction techniques. Segmental bridges are constructed using precast concrete segments rather than a single continuous pour. This allows construction over bodies of water without needing intermediate supports. Two common techniques are discussed - cantilever construction where segments are cast out from each pier, and incremental launching where precast segments are erected on a launching girder. A case study of the Ganga bridge in India is provided, which used both precast and cast-in-place segments to span over 1,000 meters. Segmental construction enables longer bridge spans while reducing impacts to river traffic during construction.
The document summarizes the planning, analysis, and design of a multispecialty hospital building. It includes the objectives to prepare architectural drawings, analyze the G+2 building using STAAD Pro, and design the building according to IS 456:2000 using the working stress method. It describes analyzing the building's ability to resist lateral loads. Maximum bending moments in beams and columns will depend on their relative rigidity. Structural elements like slabs, beams, columns, footings, and staircases will be designed according to code specifications using the working stress method.
Job Finding Apps Everything You Need to Know in 2024SnapJob
SnapJob is revolutionizing the way people connect with work opportunities and find talented professionals for their projects. Find your dream job with ease using the best job finding apps. Discover top-rated apps that connect you with employers, provide personalized job recommendations, and streamline the application process. Explore features, ratings, and reviews to find the app that suits your needs and helps you land your next opportunity.
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving LoadIRJET Journal
This document analyzes long span suspension bridges under wind and moving loads using SAP2000 software. Three bridge models were created with spans of 400m, 500m, and 600m. The bridges were analyzed for wind loads based on Indian and ASCE codes. Moving load analysis used Class AA tracked loads. Results showed time period and deck deflection increased with span while frequency decreased. Suspender forces were lower than sag cable forces. Maximum pylon displacement occurred in the 600m span bridge under wind loads. In conclusion, suspension bridge behavior depends strongly on span length, and wind loads govern perpendicular to the bridge direction.
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.
This document is a vocational training report submitted by Yogesh Kumar Yadav after completing training at the Technical Training Centre of Banaras Locomotive Works in Varanasi, Uttar Pradesh, India. The report provides an overview of Banaras Locomotive Works, including its history, facilities, and production of locomotives, generator sets, and spare parts. It also describes visits to various workshops at BLW including the Bridge Workshop, Permanent Way Workshop, and offices of the Inspector of Works for maintenance and construction activities. The conclusion reflects on the practical experience and knowledge gained during the training period.
IRJET- Comparative Study of Effect of Varying Span Length on Major Elemen...IRJET Journal
This document compares two curved bridge models for a metro system with a total span of 100 meters. Model 1 has a mid span of 70 meters and side spans of 15 meters each. Model 2 has a mid span of 40 meters and side spans of 30 meters each. The study aims to determine a suitable bridge design for the metro system that considers both construction and traffic planning issues. The models are analyzed using STAAD Pro software to calculate responses like displacement, stress, and loading based on Indian codes. The results will help generalize the metro bridge design and traffic planning for this location.
This document provides information on the design of a T-beam bridge using the working stress method. It discusses the key components of a T-beam bridge including the deck slab, longitudinal girders, cross girders, abutments, and foundations. It also describes the design procedures for these components, focusing on the deck slab, cantilever slab, longitudinal girders, and cross girders. Methods for calculating bending moments and determining reinforcement are covered.
Final report design of a pedestrian bridge - fall 2009Sanamau Waitogu
This document is the final report for a senior design project to design a pedestrian bridge between the University of Toledo's main campus and engineering campus. It summarizes the constraints of the project site, which include high voltage power lines, nearby railroad tracks, and poor soil conditions. It then describes site visits where traffic and pedestrian counts were collected. Two potential bridge designs are recommended to safely transport pedestrians across Douglas Road between the campuses.
Advanced Cable Stayed Bridge Construction Process Analysis with ANSYS IJMER
This document summarizes a process for analyzing the construction of cable-stayed bridges using finite element analysis software (ANSYS). It describes modeling the different components of cable-stayed bridges, including the deck, pylon, and cables. It then outlines an algorithm for determining the cable forces needed at each construction phase to achieve the desired final shape of the bridge. This involves using linear and nonlinear analysis to model the bridge at its final state and then removing elements in reverse order to simulate the construction process. The document also discusses automation of the process using the Bridge Module in ANSYS, which can generate the model and analysis steps. Finally, it presents the finite element models used and considerations for loads like dead, live, and wind
IRJET- Seismic Analysis of Curve Cable-Stayed BridgeIRJET Journal
1) The document analyzes the seismic performance of cable-stayed bridges with different horizontal curvatures, ranging from straight to 5 degrees of curvature.
2) Six bridge models were analyzed using the software SAP2000, including a straight bridge and bridges with 1, 2, 3, 4, and 5 degrees of curvature.
3) The results show that base shear, pier displacement, and deck displacement all decreased as curvature increased from straight to 3 degrees, but then increased again from 3 to 5 degrees of curvature. The bridges with intermediate (2-3 degree) curvature demonstrated the best seismic performance.
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...IRJET Journal
This document summarizes a study that analyzed the dynamic behavior of a cable-stayed bridge using finite element analysis in ANSYS. A 3D model of a cable-stayed bridge was created using beam, shell, and link elements to model the deck, tower, and cables. Modal analysis was performed to determine the natural frequencies and mode shapes. Time history analysis was also conducted using ground motion data to understand the bridge's response under earthquake loads. The results showed the bridge has complex vibration modes due to coupling effects and is more flexible in the vertical direction than transverse or longitudinal directions.
This document provides details about the Samuel Beckett Bridge in Dublin, Ireland. It is a cable-stayed steel structure with a 123m main span across the River Liffey. The bridge rotates 90 degrees to allow ship traffic. It has an asymmetric shape influenced by maintaining the navigable river channel. The bridge structure transfers loads through a box girder deck, cable stays in tension, and a curved pylon foundation. Live loads include traffic and wind. Value engineering identified cost savings such as using steel blocks instead of lead shot for ballast.
Parametric Study on Curved Bridges Subjected to Seismic LoadingIRJET Journal
- The document presents a study on the behavior of curved bridges subjected to seismic loading. Two bridge types - box girder bridge and I-girder bridge - are modeled with varying radius of curvature (infinite, 150m, 250m) and column skewness (0, 15, 30 degrees).
- Linear static and non-linear pushover analyses are performed on the bridge models in CSI Bridge software. Modal periods and pushover curves are obtained and compared for different models.
- The results show that increasing the radius of curvature decreases the transverse vibration period. Increased skewness and smaller radii of curvature reduce the seismic resistance of the bridges as seen from decreased strength and stiffness in the pushover
Planning analysis design the overhead circular water tank in seerapalayam pan...Subash thangaraj
To forecasting the population of the seerapalayam panchayat. To calculate the estimation of water quantity need in Domestic, and industrial purpose. After the calculation planning analysis and design the overhead circular water tank in economically.
This document analyzes the behavior of steel arch bridge structures with varying rise ratios and deck positions. It models bridges in SAP2000 with rise ratios of L/3, L/4, L/5, and L/6 and analyzes bending moment, deflection, weight, and cable height. Bending moment and deflection increase as rise decreases. The L/6 model exceeds the deflection limit. Deck position also affects deflection and weight, with through-type bridges having the highest deflection and lowest weight, and deck bridges the lowest deflection and highest weight. Analysis of different configurations helps optimize the design for stability and efficiency.
Analyze and design of suspension bridge using sap2000vivatechijri
Structural design requires a full understanding and knowledge of all the components comprising the structure. 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 design of modern suspension bridges allows them to cover longer distances than other types of bridges. The main element of a cable suspended bridge is the cable system. Bridges are normally designed for dead load, live load and other occasional loads. All loading and unloading conditions in analysis and design are provided as per IRC codal specifications. The whole modeling of the suspension parts of the bridge was done by using SAP2000. Suspension cable bridge having 1km span with single lane road, the intensity of road is given has 20 numbers of vehicles each loaded with 350KN (heavy loading class A-A track load) is analyzed by SAP2000. The output of the software presents results including moments, axial loads, shear force and displacements. Moreover, moments and axial load at each node and at any point within the element can be easily obtained from the software output. This thesis examines issues analysis and design calculation in over a structure will safe under all conditions.
Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000ijtsrd
In this study, a comparative study supported two differing types of bridges i.e. Deck type and Pre stressed deck type using finite element analysis in SAP 2000 is ready , considering same loading class 70 R as per I.R.C. loading. During this study well also prepare a price analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort of bridges is more preferred when it involves connectivity to short distances. So, its necessary to update the analysis and style methods. Here, during this paper, theres an effort to review the comparison of maximum bending moment thanks to super load during a girder and slab bridge an equivalent bridge is analyzed as a three dimensional model in finite element software as SAP2000, apply an equivalent loading finished conventional methods and compared the results. The utmost bending moment results obtained from finite element model. Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47575.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47575/design-and-analysis-of-a-girder-bridge-for-highway-structures-using-sap-2000/nitin-singh-raghuwanshi
DESIGN OF MINE SHAFT ELEVATOR design guideSuresh Ramarao
This document discusses the design of a mine shaft elevator. It begins by providing background on the history and types of elevators. It then describes design considerations for mine shaft elevators, including options for shaft design (circular vs. horizontal) and parameters like speed, motor selection, suspension ropes, and guide rails. Calculations are shown for selecting these components for a case study mine shaft elevator with a lifting capacity of 32 tons and a height of 730 meters. Key parameters of the elevator design are presented in a table. The conclusions compare the computer-calculated design values to standard parameters.
The document is a seminar report on cable suspension bridges submitted by Gaurav Rawat to fulfill requirements for a Bachelor of Technology degree in Civil Engineering. It provides an introduction to the topic, discusses the structural elements and components of suspension bridges, and covers various types of suspension bridges. It also examines the manufacturing process and design, loads on suspension bridges, failures that can occur, and pros and cons of this bridge type. The report was approved by the seminar guide, Dr. Jyoti Prasad, and acknowledges their guidance throughout the project.
This document summarizes segmental bridge construction techniques. Segmental bridges are constructed using precast concrete segments rather than a single continuous pour. This allows construction over bodies of water without needing intermediate supports. Two common techniques are discussed - cantilever construction where segments are cast out from each pier, and incremental launching where precast segments are erected on a launching girder. A case study of the Ganga bridge in India is provided, which used both precast and cast-in-place segments to span over 1,000 meters. Segmental construction enables longer bridge spans while reducing impacts to river traffic during construction.
This document summarizes segmental bridge construction techniques. Segmental bridges are constructed using precast concrete segments rather than a single continuous pour. This allows construction over bodies of water without needing intermediate supports. Two common techniques are discussed - cantilever construction where segments are cast out from each pier, and incremental launching where precast segments are erected on a launching girder. A case study of the Ganga bridge in India is provided, which used both precast and cast-in-place segments to span over 1,000 meters. Segmental construction enables longer bridge spans while reducing impacts to river traffic during construction.
The document summarizes the planning, analysis, and design of a multispecialty hospital building. It includes the objectives to prepare architectural drawings, analyze the G+2 building using STAAD Pro, and design the building according to IS 456:2000 using the working stress method. It describes analyzing the building's ability to resist lateral loads. Maximum bending moments in beams and columns will depend on their relative rigidity. Structural elements like slabs, beams, columns, footings, and staircases will be designed according to code specifications using the working stress method.
Job Finding Apps Everything You Need to Know in 2024SnapJob
SnapJob is revolutionizing the way people connect with work opportunities and find talented professionals for their projects. Find your dream job with ease using the best job finding apps. Discover top-rated apps that connect you with employers, provide personalized job recommendations, and streamline the application process. Explore features, ratings, and reviews to find the app that suits your needs and helps you land your next opportunity.
A Guide to a Winning Interview June 2024Bruce Bennett
This webinar is an in-depth review of the interview process. Preparation is a key element to acing an interview. Learn the best approaches from the initial phone screen to the face-to-face meeting with the hiring manager. You will hear great answers to several standard questions, including the dreaded “Tell Me About Yourself”.
Resumes, Cover Letters, and Applying OnlineBruce Bennett
This webinar showcases resume styles and the elements that go into building your resume. Every job application requires unique skills, and this session will show you how to improve your resume to match the jobs to which you are applying. Additionally, we will discuss cover letters and learn about ideas to include. Every job application requires unique skills so learn ways to give you the best chance of success when applying for a new position. Learn how to take advantage of all the features when uploading a job application to a company’s applicant tracking system.
Leadership Ambassador club Adventist modulekakomaeric00
Aims to equip people who aspire to become leaders with good qualities,and with Christian values and morals as per Biblical teachings.The you who aspire to be leaders should first read and understand what the ambassador module for leadership says about leadership and marry that to what the bible says.Christians sh
Jill Pizzola's Tenure as Senior Talent Acquisition Partner at THOMSON REUTERS...dsnow9802
Jill Pizzola's tenure as Senior Talent Acquisition Partner at THOMSON REUTERS in Marlton, New Jersey, from 2018 to 2023, was marked by innovation and excellence.
5 Common Mistakes to Avoid During the Job Application Process.pdfAlliance Jobs
The journey toward landing your dream job can be both exhilarating and nerve-wracking. As you navigate through the intricate web of job applications, interviews, and follow-ups, it’s crucial to steer clear of common pitfalls that could hinder your chances. Let’s delve into some of the most frequent mistakes applicants make during the job application process and explore how you can sidestep them. Plus, we’ll highlight how Alliance Job Search can enhance your local job hunt.
1. THE KATTWYK BRIDGE
A Project Based Laboratory Report
submitted in partial fulfillment of the award of degree
BACHELOR OF TECHNOLOGY
(COMPUTER SCIENCE ENGINEERING )
submitted to
KL UNIVERSITY
by
Name of Student : University Roll No.
K.SHASHANK REDDY (150030407)
P.PAVAN KUMAR REDDY (150030733)
P.CHANDU SAI (150033113)
R.SANJEEV SUMAN (150030777)
Y.V.R.KISHORE (150031044)
Under the guidance of
P.SRINIVAS RAO
(ASST. PROFESSOR -MECHANICS)
KL UNIVERSITY
Green Fields, VADDESWARAM, Guntur District, A.P., INDIA.
2015 – 16
2. KL UNIVERSITY
Green fields, VADDESWARAM
CERTIFICATE
This is to certify that the project based laboratory report entitled “KATTWYK BRIDGE”
submitted by K.SHASHANK REDDY (150030407) in partial fulfilment of project based lab in
Engineering Mechanics for I/IV Bachelor of Technology in Computer science engineering at
“Basic Engineering Science” is a bonafide record of the work carried out under my(our)
guidance and supervision at KL University during the academic year 2015-16.
Signature of Project guide(s)
Date: Name & Designation
P.SRINIVAS RAO
(ASST.PROFESSOR)-MECH
Head
Basic Engineering Sciences Department
Internal Examiner External Examiner
3. ACKNOWLEDGEMENTS
It is great pleasure for me to express my gratitude to our honorable President Sri. Koneru
Satyanarayana, for giving the opportunity and platform with facilities in accomplishing the
project based laboratory report.
I express the sincere gratitude to our principal Dr. A. Anand Kumar for his
administration towards our academic growth.
I express sincere gratitude to our Coordinator Mr S N Padhi for his leadership and
constant motivation provided in successful completion of our academic semester.
I record it as my privilege to deeply thank our pioneer Dr. D. Haritha, HOD-BES for
providing us the efficient faculty and facilities to make our ideas into reality.
I express my sincere thanks to our project supervisor P.SRINIVAS RAO for his novel
association of ideas, encouragement, appreciation and intellectual zeal which motivated us to
venture this project successfully.
Finally, it is pleased to acknowledge the indebtedness to all those who devoted
themselves directly or indirectly to make this project report success.
Name:
Regd. No:
4. TABLE OF CONTENTS
INTRODUCTION :
1.1 Bridge
1.2 Movable bridges
1.3 Kattwyk bridge.
LITERATURE SURVEY:
1.1 History of bridges
SYSTEM DEVELOPMENT:
1.1 Construction
1.2 Advantages and Disadvantages
PERFORMANCE ANALYSIS:
1.1 Apparatus required.
1.2 Working
1.3 Basic model of project.
1.4 Principle involved
1.5 Safety features
1.6 C programming
1.7 Auto cad
CONCLUSIONS:
1.1 Conclusion
1.2 Future scope
1.3 Real time Applications
5. INTRODUTION OF OUR PROJECT
AIM: To design and fabricate a kattwyk bridge.
BRIDGE: A bridge is a structure built to span physical obstacles without closing the way
underneath such as a body of water, valley, or road, for the purpose of providing passage over
the obstacle. There are many different designs that each serve a particular purpose and apply to
different situations.
MOVABLE BRIDGES:
A moveable bridge, or movable bridge is a bridge that moves to allow passage (usually) for boats
or barges. There are three basic types of movable bridges; the bascule, the vertical lift and the
swing bridge.
KATTWYK BRIDGE:
The motivation behind the project is the KATTWYK BRIDGE, HAMSBERG, GERMANY. The
bridge was built in 1972. The bridge has a unique feature that it based on the “Vertical Lift
Mechanism”. Its middle (movable) part lifts to give way to the ship passing by thus maintaining
waterways transport. Till now no bridge such has been built in India.
This is the original model which is in Hamsberg Germany.
6. LITERATURE SURVEY
History of bridges
Bridge is not a construction but it is a concept, the concept of crossing over large spans of land or
huge masses of water, and to connect two far-off points, eventually reducing the distance
between them. The bridge provides passage over the obstacle of small caverns, a valley, road,
body of water, or other physical obstacle. Designs of bridges vary depending on the nature of the
terrain and the function of the bridge and where it is constructed.
The first bridges were believed to be made by nature — as simple as a log fallen across a stream.
The first bridges made by humans were probably spans of wooden logs or planks and eventually
stones, using a simple support and crossbeam arrangement.
The first bridges were natural of huge rock arch that spans. The first man-made bridges were tree
trunks laid across streams in girder fashion, flat stones, and festoons of vegetation, twisted or
braided and hung in suspension. These three types – beam, arch, and suspension – have been
known and built since ancient times and are the origins from which engineers and builders
derived various combinations such as the truss, cantilever, cable-stayed, tied-arch, and moveable
spans.
7. SYSTEM DEVELOPMENT
APPARATUS REQUIRED
1. STAINLESS STEEL
2. STRINGS
3. PULLEYS
4. PLASTIC CAPS
CONSTRUCTION
.
The Bridge mechanism has been divided in three sections. The central section lifts above, while
the two side parts remain intact with the supporting angles. The lift mechanism used for the
bridge is based on the pulley system involving two pulleys. A string is passed through the two
pulleys on either side of middle section and the pulley at the centre synchronizes the motion of
two pulleys and makes the motion centralized.
The angles are used to restrict the motion of central section allowing only the motion in vertical
direction to occur and provide the stability to the bridge structure. .
The mechanism used to lift the central section is due to the constraint of not using any electric
motor or gears. In real case situation, the power can be given by electric motors and cables can
be used. The four bridge supporting angles that connect the three sections of the
bridge will actually go till the bottom surface of the river.
ADVANTAGES OF VERTICAL LIFT BRIDGE
1. They cost less to build for longer movable spams
2 .They can be constructed at any suitable or un suitable areas at any attitudes.
3. It can be best suited for heavy rail road use.
DISADVANTAGES OF VERTICAL LIFT BRIDGE
1. The biggest disadvantage of a kattwyk bridge is height restriction of cargos passing under it.
2. The failure of construction, strings, dc motor results in the deck remaining suspended above
the passage way.
8. PERFORMANCE ANALYSIS
WORKING:
The main goal of our project is to design the KATTWYK bridge, which involves the following
working and principle used for the construction of our bridge.
As it is constructed across the river while ships are coming near to the bridge then the middle
part will go up it is lifted through the string attached to the pulleys on one end and to the rod on
another side. If ship is passed away then the middle part will come down.
PHYSICAL MODEL:
PRINCIPLE INVOLVED
The lift mechanism used for the bridge is based on the pulley system involving two pulleys.. The
mechanism used to lift the central section is due to the constraint of notusing any electric motor
or gears. In real case situation, the power can be given by electric motors and cables can be used.
The four bridge supporting angles that connect the three sections of the bridge will actually go
till the bottom surface of the river.
SAFETY FEATURE OF MODEL
Rubber Bumpers are placed below Lift structure to absorb any shocks during lowering of Bridge.
Safety latch used to lock the bridge in Position When Bridge is in lifted position, Counter weight
plate will act as barricade on Fixed part of bridge toprevent any Road traffic.
9. C PROGRAM
#include<stdio.h>
#include<conio.h>
void main()
{
int k,op;
clrscr();
printf("n*********** The working of kattwyk bridge ************");
while(k)
{
printf("n enter the selected option");
printf("n1.stop the vehiclesn2.close the gatesn3.initiation of lift n4.lift movement
upwardsn5.lift movement downn6.give green signaln7.gates down,n8.SOFTWARE design
batch details");
scanf("%d",&op);
switch(op)
{
case 1:if(op==1)
printf("n ****IT'S ALREADY RED YOU HAVE TO STOP****");
case 2:if(op==2)
printf("n ****GATES ARE CLOSED,WAIT TILL THE GATES ARE OPEN****");
case 3:if(op==3)
printf("n ****INITIATION OF LIFT****");
case 4:if(op==4)
printf("n ****(BOAT JUST ARRIVED, LIFT IS MOVING UPWARD****");
case 5:if(op==5)
printf("n ****HAPPY THAT SHIP HAS JUST CROSSED THE BRIDGE SHAFT IS
COMING DOWN****");
case 6:if(op==6)
printf("n ****IT'S TIME TO GREEN!,YOU CAN PROCEED****");
case 7:if(op==7)
printf("n ****THE GATES ARE OPEN, ENJOY THE TRIP****");
case 8:if(op==8)
{
printf("n UNDER THE GUIDENCE OF: P.SRINIVAS RAO sir");
printf("n Section : 17");
printf("n Batch : 5");
printf("n Batch members:n 1.K.Shashank reddyt(150030407)n 2.P.Pavan kumar
reddyt(150030733)n 3.P.Chandu saitt(150031130)n 4.R.Sanjeev sumant(150030777)n
5.Y.V.R.Kishoret(150031044)");
}
}
printf("n for next,press 1 to select,0 to stop");
scanf("%d",&k);
}
printf("n A KATTWYK BRIDGE DESIGN BY KLU STUDENTS");
printf("n *****************THANK YOU******************** ");
getch();
}
15. CONCLUSION
Conclusion
Thus our project would help lot of people who are facing problems presently while ship to move
under the bridge. Now our project would make the movement of ship under the bridge even in a
small river.
FUTURE SCOPE
As in our project it is stated that there should be man who will take care on the movement of
middle shaft. But in future we would work on building this same project by taking the help of the
uv or object detecting sensors which requires no manual operation.
REAL TIME APPLICATIONS
KATTWYK BRIDGE, HAMSBERG,GERMANY. The bridge was built in 1972.