This document describes the design of a 300m long bridge with 15m width called Puente Bobo. It has varying cross-sectional dimensions, with box girders as the main structural elements. Design details provided include material properties, dimensions of piers, cross-beams, deck slab and railings. Load cases considered are self-weight, pedestrian, and post-tensioning loads. Analysis results reported are support reactions, bending moments, shear forces, and deformations under these load cases.
The document discusses ASME B30.5, the safety standard for mobile and locomotive cranes. It provides definitions for key terms, the scope of equipment covered, and requirements for load ratings, construction, and characteristics. The standard requires load rating charts showing the full range of rated capacities based on factors like boom length, outrigger position, and radius. The charts must be clearly displayed and include warnings or limitations. Requirements are provided for load ratings determined by stability or structural competence, and diagrams must be supplied by the manufacturer.
The document is an academic thesis submitted by Matin Shahzamanian Sichani to KTH Royal Institute of Technology for the degree of Licentiate of Engineering in Vehicle and Maritime Engineering. The thesis focuses on modelling wheel-rail contact for vehicle dynamics simulation. It provides an overview of different contact models and evaluates three fast non-elliptic contact models. Based on the evaluation, a new analytical method is proposed for more accurate contact patch and pressure estimation while maintaining computational efficiency. The thesis contributes to improving wheel-rail contact modelling and identifies future research directions such as improving tangential contact results and treating conformal contacts.
Part 2 Self Supporting tower structures Fred Teichman
2 of 5 training modules created for simple understanding of types of tower structures for vertical applications used in the Wireless network development industry
selection operation and maintainance of mobile cranes ( for education purpose...swaroop k s
A mobile cranes are machine that could lift, pull, tug, carry, and do many such things that are done on a large scale. It is a cable-controlled crane mounted on crawlers or rubber-tired carriers or a hydraulic-powered crane with a telescoping boom mounted on truck- type carriers or as self-propelled models. They are commonly used in the construction industry and in the manufacturing of heavy equipment.
Rough Terrain Crane A crane that is mounted on an undercarriage with four rubber tires, designed for operations off road. The outriggers extend vertically and horizontally to level and stabilize the crane when hoisting. These types of cranes are single engine machines where the same engine is used for powering the undercarriage as it is for powering the crane. In these types of cranes, the engine is normally mounted in the undercarriage rather than in the upper portion.
These cranes can go from the paved highway to the rocky landscape of a job site. They can reach speeds necessary to travel on public highways, yet have the power necessary to handle a variety of construction tasks. This mainstay of the heavy equipment industry main asset is its versatility. All terrain cranes can handle up to 1,300 short tons of weight
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Construction sequence for metro Project (Elevated and Underground) and Time c...Akhilesh Shukla
Construction sequence for metro Project (Elevated and Underground) and Time cycle of the metro construction activity . For more details u can contact me on my mail id -shuklaakhilesh08@gmail.com
3 of 5 training modules created for simple understanding of types of tower structures for vertical applications used in the Wireless network development industry
El documento define el concreto pretensado como elementos estructurales de concreto sometidos intencionalmente a esfuerzos de compresión previos mediante cables de acero tensados y anclados. Las ventajas incluyen la habilidad de realizar vigas de grandes luces para puentes, economizar materiales, crear elementos ligeros para pisos de rascacielos, disminuir fisuras y aumentar la vida útil, y contar con estándares altos de calidad al ser elementos prefabricados.
El documento resume los cálculos estructurales y análisis sismo resistente realizados para la construcción de un hotel de cuatro estrellas. Se describen las consideraciones de diseño como las características de los materiales, cargas, parámetros sísmicos y suelo. Adicionalmente, se presenta el modelo estructural adoptado y los resultados del análisis modal, incluyendo los periodos de vibración y participación de masa de cada modo.
The document discusses ASME B30.5, the safety standard for mobile and locomotive cranes. It provides definitions for key terms, the scope of equipment covered, and requirements for load ratings, construction, and characteristics. The standard requires load rating charts showing the full range of rated capacities based on factors like boom length, outrigger position, and radius. The charts must be clearly displayed and include warnings or limitations. Requirements are provided for load ratings determined by stability or structural competence, and diagrams must be supplied by the manufacturer.
The document is an academic thesis submitted by Matin Shahzamanian Sichani to KTH Royal Institute of Technology for the degree of Licentiate of Engineering in Vehicle and Maritime Engineering. The thesis focuses on modelling wheel-rail contact for vehicle dynamics simulation. It provides an overview of different contact models and evaluates three fast non-elliptic contact models. Based on the evaluation, a new analytical method is proposed for more accurate contact patch and pressure estimation while maintaining computational efficiency. The thesis contributes to improving wheel-rail contact modelling and identifies future research directions such as improving tangential contact results and treating conformal contacts.
Part 2 Self Supporting tower structures Fred Teichman
2 of 5 training modules created for simple understanding of types of tower structures for vertical applications used in the Wireless network development industry
selection operation and maintainance of mobile cranes ( for education purpose...swaroop k s
A mobile cranes are machine that could lift, pull, tug, carry, and do many such things that are done on a large scale. It is a cable-controlled crane mounted on crawlers or rubber-tired carriers or a hydraulic-powered crane with a telescoping boom mounted on truck- type carriers or as self-propelled models. They are commonly used in the construction industry and in the manufacturing of heavy equipment.
Rough Terrain Crane A crane that is mounted on an undercarriage with four rubber tires, designed for operations off road. The outriggers extend vertically and horizontally to level and stabilize the crane when hoisting. These types of cranes are single engine machines where the same engine is used for powering the undercarriage as it is for powering the crane. In these types of cranes, the engine is normally mounted in the undercarriage rather than in the upper portion.
These cranes can go from the paved highway to the rocky landscape of a job site. They can reach speeds necessary to travel on public highways, yet have the power necessary to handle a variety of construction tasks. This mainstay of the heavy equipment industry main asset is its versatility. All terrain cranes can handle up to 1,300 short tons of weight
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Telescopic handler cranes are essentially forklift trucks with a telescoping boom attached to them. These cranes can be driven in 360 degrees and are often used for tasks like moving pallets of bricks or hoisting framing trusses in place.
Construction sequence for metro Project (Elevated and Underground) and Time c...Akhilesh Shukla
Construction sequence for metro Project (Elevated and Underground) and Time cycle of the metro construction activity . For more details u can contact me on my mail id -shuklaakhilesh08@gmail.com
3 of 5 training modules created for simple understanding of types of tower structures for vertical applications used in the Wireless network development industry
El documento define el concreto pretensado como elementos estructurales de concreto sometidos intencionalmente a esfuerzos de compresión previos mediante cables de acero tensados y anclados. Las ventajas incluyen la habilidad de realizar vigas de grandes luces para puentes, economizar materiales, crear elementos ligeros para pisos de rascacielos, disminuir fisuras y aumentar la vida útil, y contar con estándares altos de calidad al ser elementos prefabricados.
El documento resume los cálculos estructurales y análisis sismo resistente realizados para la construcción de un hotel de cuatro estrellas. Se describen las consideraciones de diseño como las características de los materiales, cargas, parámetros sísmicos y suelo. Adicionalmente, se presenta el modelo estructural adoptado y los resultados del análisis modal, incluyendo los periodos de vibración y participación de masa de cada modo.
Este documento presenta el análisis sísmico de un edificio multifamiliar de 10 niveles ubicado en Tacna, Perú. Describe los principios de diseño sismo resistente, la normativa aplicable, la zonificación sísmica de Tacna, y realiza un análisis estático del edificio para calcular la fuerza cortante en la base. Incluye la descripción del sitio, suelos, y sismicidad de la zona, así como los resultados del análisis modal espectral dinámico del edificio.
El documento describe los procedimientos de análisis sísmico para estructuras. Indica que cualquier estructura puede analizarse dinámicamente y que las estructuras regulares de menos de 45 m o muros portantes de menos de 15 m pueden analizarse estáticamente. Luego describe los análisis estático y dinámico, los parámetros de sitio como la zonificación sísmica, microzonificación y suelos, y los factores para definir el espectro de diseño como el período fundamental, factor de amplificación sísmica y factor de uso.
Este documento describe los conceptos de estructuras pretensadas y postensadas. El preesfuerzo o postensado se define como un estado especial de esfuerzos y deformaciones inducido para mejorar el comportamiento estructural. El pretensado implica tensar los tendones antes de colocar el concreto, mientras que el postensado tensa los tendones después de fraguar el concreto. Ambos métodos mejoran la capacidad de carga y reducen la sección requerida.
Libro de concreto estructural presforzado tomo ii [ing. basilio j. curbelo] c...ronaldo laime
Este documento presenta conceptos básicos sobre concreto estructural presforzado. Explica los métodos de presforzado pretensado y postensado, y describe los diferentes estados de esfuerzo que experimenta un elemento presforzado durante su fabricación y uso, incluyendo las pérdidas de presión que ocurren. También analiza la secuencia de estados de esfuerzo para elementos sometidos a flexión simple y flexión-compresión.
Este documento presenta el análisis estructural y diseño de una vivienda unifamiliar de 4 pisos. Describe las características estructurales del proyecto, incluyendo el sistema estructural, número de pisos y tipo de cimentación. Explica que el análisis se realizó usando el software ETABS 2013 y de acuerdo a las normas técnicas peruanas. Finalmente, proporciona detalles sobre los parámetros de diseño considerados como la zona sísmica, factores de uso y suelo, y especificaciones
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.
The document provides information about the analysis of a pre-stressed bridge construction project. It discusses what a bridge is, classifications of bridges, materials used, and components involved in bridge construction. It also describes the Danyang–Kunshan Grand Bridge in China, the world's longest rail-road bridge. The document outlines the process of post-tensioning bridges and provides field data from the construction of a bridge across Chhokra nalla on the Saddu-Urkura Road.
This document provides design details for the superstructure of an 18m simple span reinforced concrete T-girder bridge, including:
1. Design specifications and material properties
2. Preliminary bridge dimensions and cross section
3. Loads and design moments for elements like the overhang slab, deck slab, and longitudinal girders
4. Reinforcement details calculated to resist bending moments in the overhang slab, deck slab, and girders
It includes load and resistance factor design calculations for elements of the bridge superstructure according to specifications like AASHTO and ERA bridge design manuals. Reinforcement amounts, sizes, and spacings are determined to satisfy strength and serviceability limit states.
The document provides an index and details for structural design calculations of an auditorium building in Riyadh, Saudi Arabia. It includes sections on loading criteria, design of rib slabs, modeling the building in ETABS software, modeling a truss in SAP2000, and sample output files from the modeling programs. Diagrams show the building layout, frame loads, and joint reactions from the structural analysis models.
The document discusses rockfall barriers and their design. It provides information on:
- Factors to consider for barrier placement such as slope morphology, barrier deformation, and accessibility
- Energy dissipation methods using sacrificial and effective barrier lines
- Parameters for numerical modeling of falling rock trajectories such as slope profile, energy coefficients, and block characteristics
- Test results showing OM CTR barriers withstand high impact energies with minimal deformation and residual heights over 70%
Dr Boulent Imam presented a seminar titled "Risk-based bridge assessment under changing load-demand and environmental conditions" as part of the SMART Seminar Series on 17th July 2018.
More information: https://news.eis.uow.edu.au/event/risk-based-bridge-assessment-under-changing-load-demand-and-environmental-conditions/
Keep updated with future events: http://www.uoweis.co/events/category/smart-infrastructure-facility/
The document provides details on the structural design of a residential building project located at 23 XXX. It includes the design mission to house residential apartments and retail space with flexibility. The proposed structure includes an 18-floor tower and 6-floor podium above 3 basement levels. The structural concept utilizes shear wall systems for the tower and a transfer structure to support the tower and columns below. Design loads, structural elements, and preliminary sizing of slabs, shear walls, beams, and columns are presented.
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 a water supply system that uses a combination of pipe diameters to reduce costs. It analyzes using 350mm and 300mm diameter pipes, calculating the length of each section, head losses, flow velocities, and pressure lines. The results show the design meets regulatory requirements, with acceptable losses, velocities, and the dynamic pressure line does not cut the pipe axis.
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.
Design Proposal for a Single and Double Span Bridge using Cost AnalysisMichael Masi, Jr. Eng.
The document describes a design proposal for single and double span bridges using cost analysis. The objectives are to design one-span and two-span bridges using pre-stressed concrete and steel alternatives, and perform a cost analysis of each option. The document outlines the design process, which includes analyzing loads, designing bridge components like girders, piers, footings, and abutments according to design standards. A cost analysis is presented comparing the single span steel bridge, single span concrete bridge, and double span steel bridge options.
Este documento presenta el análisis sísmico de un edificio multifamiliar de 10 niveles ubicado en Tacna, Perú. Describe los principios de diseño sismo resistente, la normativa aplicable, la zonificación sísmica de Tacna, y realiza un análisis estático del edificio para calcular la fuerza cortante en la base. Incluye la descripción del sitio, suelos, y sismicidad de la zona, así como los resultados del análisis modal espectral dinámico del edificio.
El documento describe los procedimientos de análisis sísmico para estructuras. Indica que cualquier estructura puede analizarse dinámicamente y que las estructuras regulares de menos de 45 m o muros portantes de menos de 15 m pueden analizarse estáticamente. Luego describe los análisis estático y dinámico, los parámetros de sitio como la zonificación sísmica, microzonificación y suelos, y los factores para definir el espectro de diseño como el período fundamental, factor de amplificación sísmica y factor de uso.
Este documento describe los conceptos de estructuras pretensadas y postensadas. El preesfuerzo o postensado se define como un estado especial de esfuerzos y deformaciones inducido para mejorar el comportamiento estructural. El pretensado implica tensar los tendones antes de colocar el concreto, mientras que el postensado tensa los tendones después de fraguar el concreto. Ambos métodos mejoran la capacidad de carga y reducen la sección requerida.
Libro de concreto estructural presforzado tomo ii [ing. basilio j. curbelo] c...ronaldo laime
Este documento presenta conceptos básicos sobre concreto estructural presforzado. Explica los métodos de presforzado pretensado y postensado, y describe los diferentes estados de esfuerzo que experimenta un elemento presforzado durante su fabricación y uso, incluyendo las pérdidas de presión que ocurren. También analiza la secuencia de estados de esfuerzo para elementos sometidos a flexión simple y flexión-compresión.
Este documento presenta el análisis estructural y diseño de una vivienda unifamiliar de 4 pisos. Describe las características estructurales del proyecto, incluyendo el sistema estructural, número de pisos y tipo de cimentación. Explica que el análisis se realizó usando el software ETABS 2013 y de acuerdo a las normas técnicas peruanas. Finalmente, proporciona detalles sobre los parámetros de diseño considerados como la zona sísmica, factores de uso y suelo, y especificaciones
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.
The document provides information about the analysis of a pre-stressed bridge construction project. It discusses what a bridge is, classifications of bridges, materials used, and components involved in bridge construction. It also describes the Danyang–Kunshan Grand Bridge in China, the world's longest rail-road bridge. The document outlines the process of post-tensioning bridges and provides field data from the construction of a bridge across Chhokra nalla on the Saddu-Urkura Road.
This document provides design details for the superstructure of an 18m simple span reinforced concrete T-girder bridge, including:
1. Design specifications and material properties
2. Preliminary bridge dimensions and cross section
3. Loads and design moments for elements like the overhang slab, deck slab, and longitudinal girders
4. Reinforcement details calculated to resist bending moments in the overhang slab, deck slab, and girders
It includes load and resistance factor design calculations for elements of the bridge superstructure according to specifications like AASHTO and ERA bridge design manuals. Reinforcement amounts, sizes, and spacings are determined to satisfy strength and serviceability limit states.
The document provides an index and details for structural design calculations of an auditorium building in Riyadh, Saudi Arabia. It includes sections on loading criteria, design of rib slabs, modeling the building in ETABS software, modeling a truss in SAP2000, and sample output files from the modeling programs. Diagrams show the building layout, frame loads, and joint reactions from the structural analysis models.
The document discusses rockfall barriers and their design. It provides information on:
- Factors to consider for barrier placement such as slope morphology, barrier deformation, and accessibility
- Energy dissipation methods using sacrificial and effective barrier lines
- Parameters for numerical modeling of falling rock trajectories such as slope profile, energy coefficients, and block characteristics
- Test results showing OM CTR barriers withstand high impact energies with minimal deformation and residual heights over 70%
Dr Boulent Imam presented a seminar titled "Risk-based bridge assessment under changing load-demand and environmental conditions" as part of the SMART Seminar Series on 17th July 2018.
More information: https://news.eis.uow.edu.au/event/risk-based-bridge-assessment-under-changing-load-demand-and-environmental-conditions/
Keep updated with future events: http://www.uoweis.co/events/category/smart-infrastructure-facility/
The document provides details on the structural design of a residential building project located at 23 XXX. It includes the design mission to house residential apartments and retail space with flexibility. The proposed structure includes an 18-floor tower and 6-floor podium above 3 basement levels. The structural concept utilizes shear wall systems for the tower and a transfer structure to support the tower and columns below. Design loads, structural elements, and preliminary sizing of slabs, shear walls, beams, and columns are presented.
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 a water supply system that uses a combination of pipe diameters to reduce costs. It analyzes using 350mm and 300mm diameter pipes, calculating the length of each section, head losses, flow velocities, and pressure lines. The results show the design meets regulatory requirements, with acceptable losses, velocities, and the dynamic pressure line does not cut the pipe axis.
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.
Design Proposal for a Single and Double Span Bridge using Cost AnalysisMichael Masi, Jr. Eng.
The document describes a design proposal for single and double span bridges using cost analysis. The objectives are to design one-span and two-span bridges using pre-stressed concrete and steel alternatives, and perform a cost analysis of each option. The document outlines the design process, which includes analyzing loads, designing bridge components like girders, piers, footings, and abutments according to design standards. A cost analysis is presented comparing the single span steel bridge, single span concrete bridge, and double span steel bridge options.
The document summarizes key aspects of transmission line design and components. It discusses the methodology for designing transmission lines, including gathering design data, selecting reliability levels, and calculating loads. It also covers the selection and design of various transmission line components such as conductors, insulators, towers, and grounding systems. Design considerations include voltage levels, safety clearances, mechanical requirements, and optimization of costs.
The beam section was designed with 42 prestressing strands located 130mm from the soffit. Section properties were calculated. Stress checks were performed at three stages to ensure stresses did not exceed allowable limits. A Magnel diagram showed the section satisfied design criteria with prestressing. Stirrup spacing of 150mm was chosen to resist shear. Total prestress losses were estimated at 26.67%. Deflections were calculated at various stages. A concrete slab was designed with reinforcement to span between beams.
1) The document discusses principles and standards of non-destructive testing (NDT) for railway inspection. It covers various NDT methods including visual inspection, magnetic particle testing, ultrasonic testing, and radiographic testing.
2) Specific NDT techniques are described for inspecting different types of railway components and defects. Magnetic particle testing is used to detect surface cracks in metal parts. Ultrasonic testing employs high frequency sound waves to inspect the internal structure of rails.
3) Radiographic testing utilizes X-rays to examine welds and internal flaws in thick sections. Together, these NDT methods allow comprehensive inspection of rails, wheels, and other critical components to ensure safety and performance of railway
How are Lilac French Bulldogs Beauty Charming the World and Capturing Hearts....Lacey Max
“After being the most listed dog breed in the United States for 31
years in a row, the Labrador Retriever has dropped to second place
in the American Kennel Club's annual survey of the country's most
popular canines. The French Bulldog is the new top dog in the
United States as of 2022. The stylish puppy has ascended the
rankings in rapid time despite having health concerns and limited
color choices.”
Navigating the world of forex trading can be challenging, especially for beginners. To help you make an informed decision, we have comprehensively compared the best forex brokers in India for 2024. This article, reviewed by Top Forex Brokers Review, will cover featured award winners, the best forex brokers, featured offers, the best copy trading platforms, the best forex brokers for beginners, the best MetaTrader brokers, and recently updated reviews. We will focus on FP Markets, Black Bull, EightCap, IC Markets, and Octa.
IMPACT Silver is a pure silver zinc producer with over $260 million in revenue since 2008 and a large 100% owned 210km Mexico land package - 2024 catalysts includes new 14% grade zinc Plomosas mine and 20,000m of fully funded exploration drilling.
Best practices for project execution and deliveryCLIVE MINCHIN
A select set of project management best practices to keep your project on-track, on-cost and aligned to scope. Many firms have don't have the necessary skills, diligence, methods and oversight of their projects; this leads to slippage, higher costs and longer timeframes. Often firms have a history of projects that simply failed to move the needle. These best practices will help your firm avoid these pitfalls but they require fortitude to apply.
[To download this presentation, visit:
https://www.oeconsulting.com.sg/training-presentations]
This PowerPoint compilation offers a comprehensive overview of 20 leading innovation management frameworks and methodologies, selected for their broad applicability across various industries and organizational contexts. These frameworks are valuable resources for a wide range of users, including business professionals, educators, and consultants.
Each framework is presented with visually engaging diagrams and templates, ensuring the content is both informative and appealing. While this compilation is thorough, please note that the slides are intended as supplementary resources and may not be sufficient for standalone instructional purposes.
This compilation is ideal for anyone looking to enhance their understanding of innovation management and drive meaningful change within their organization. Whether you aim to improve product development processes, enhance customer experiences, or drive digital transformation, these frameworks offer valuable insights and tools to help you achieve your goals.
INCLUDED FRAMEWORKS/MODELS:
1. Stanford’s Design Thinking
2. IDEO’s Human-Centered Design
3. Strategyzer’s Business Model Innovation
4. Lean Startup Methodology
5. Agile Innovation Framework
6. Doblin’s Ten Types of Innovation
7. McKinsey’s Three Horizons of Growth
8. Customer Journey Map
9. Christensen’s Disruptive Innovation Theory
10. Blue Ocean Strategy
11. Strategyn’s Jobs-To-Be-Done (JTBD) Framework with Job Map
12. Design Sprint Framework
13. The Double Diamond
14. Lean Six Sigma DMAIC
15. TRIZ Problem-Solving Framework
16. Edward de Bono’s Six Thinking Hats
17. Stage-Gate Model
18. Toyota’s Six Steps of Kaizen
19. Microsoft’s Digital Transformation Framework
20. Design for Six Sigma (DFSS)
To download this presentation, visit:
https://www.oeconsulting.com.sg/training-presentations
The 10 Most Influential Leaders Guiding Corporate Evolution, 2024.pdfthesiliconleaders
In the recent edition, The 10 Most Influential Leaders Guiding Corporate Evolution, 2024, The Silicon Leaders magazine gladly features Dejan Štancer, President of the Global Chamber of Business Leaders (GCBL), along with other leaders.
3 Simple Steps To Buy Verified Payoneer Account In 2024SEOSMMEARTH
Buy Verified Payoneer Account: Quick and Secure Way to Receive Payments
Buy Verified Payoneer Account With 100% secure documents, [ USA, UK, CA ]. Are you looking for a reliable and safe way to receive payments online? Then you need buy verified Payoneer account ! Payoneer is a global payment platform that allows businesses and individuals to send and receive money in over 200 countries.
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How MJ Global Leads the Packaging Industry.pdfMJ Global
MJ Global's success in staying ahead of the curve in the packaging industry is a testament to its dedication to innovation, sustainability, and customer-centricity. By embracing technological advancements, leading in eco-friendly solutions, collaborating with industry leaders, and adapting to evolving consumer preferences, MJ Global continues to set new standards in the packaging sector.
Building Your Employer Brand with Social MediaLuanWise
Presented at The Global HR Summit, 6th June 2024
In this keynote, Luan Wise will provide invaluable insights to elevate your employer brand on social media platforms including LinkedIn, Facebook, Instagram, X (formerly Twitter) and TikTok. You'll learn how compelling content can authentically showcase your company culture, values, and employee experiences to support your talent acquisition and retention objectives. Additionally, you'll understand the power of employee advocacy to amplify reach and engagement – helping to position your organization as an employer of choice in today's competitive talent landscape.
Industrial Tech SW: Category Renewal and CreationChristian Dahlen
Every industrial revolution has created a new set of categories and a new set of players.
Multiple new technologies have emerged, but Samsara and C3.ai are only two companies which have gone public so far.
Manufacturing startups constitute the largest pipeline share of unicorns and IPO candidates in the SF Bay Area, and software startups dominate in Germany.
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How to Implement a Strategy: Transform Your Strategy with BSC Designer's Comp...Aleksey Savkin
The Strategy Implementation System offers a structured approach to translating stakeholder needs into actionable strategies using high-level and low-level scorecards. It involves stakeholder analysis, strategy decomposition, adoption of strategic frameworks like Balanced Scorecard or OKR, and alignment of goals, initiatives, and KPIs.
Key Components:
- Stakeholder Analysis
- Strategy Decomposition
- Adoption of Business Frameworks
- Goal Setting
- Initiatives and Action Plans
- KPIs and Performance Metrics
- Learning and Adaptation
- Alignment and Cascading of Scorecards
Benefits:
- Systematic strategy formulation and execution.
- Framework flexibility and automation.
- Enhanced alignment and strategic focus across the organization.
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Digital Marketing best practices including influencer marketing, content creators, and omnichannel marketing for Sustainable Brands at the Sustainable Cosmetics Summit 2024 in New York
The APCO Geopolitical Radar - Q3 2024 The Global Operating Environment for Bu...APCO
The Radar reflects input from APCO’s teams located around the world. It distils a host of interconnected events and trends into insights to inform operational and strategic decisions. Issues covered in this edition include:
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[To download this presentation, visit:
https://www.oeconsulting.com.sg/training-presentations]
This presentation is a curated compilation of PowerPoint diagrams and templates designed to illustrate 20 different digital transformation frameworks and models. These frameworks are based on recent industry trends and best practices, ensuring that the content remains relevant and up-to-date.
Key highlights include Microsoft's Digital Transformation Framework, which focuses on driving innovation and efficiency, and McKinsey's Ten Guiding Principles, which provide strategic insights for successful digital transformation. Additionally, Forrester's framework emphasizes enhancing customer experiences and modernizing IT infrastructure, while IDC's MaturityScape helps assess and develop organizational digital maturity. MIT's framework explores cutting-edge strategies for achieving digital success.
These materials are perfect for enhancing your business or classroom presentations, offering visual aids to supplement your insights. Please note that while comprehensive, these slides are intended as supplementary resources and may not be complete for standalone instructional purposes.
Frameworks/Models included:
Microsoft’s Digital Transformation Framework
McKinsey’s Ten Guiding Principles of Digital Transformation
Forrester’s Digital Transformation Framework
IDC’s Digital Transformation MaturityScape
MIT’s Digital Transformation Framework
Gartner’s Digital Transformation Framework
Accenture’s Digital Strategy & Enterprise Frameworks
Deloitte’s Digital Industrial Transformation Framework
Capgemini’s Digital Transformation Framework
PwC’s Digital Transformation Framework
Cisco’s Digital Transformation Framework
Cognizant’s Digital Transformation Framework
DXC Technology’s Digital Transformation Framework
The BCG Strategy Palette
McKinsey’s Digital Transformation Framework
Digital Transformation Compass
Four Levels of Digital Maturity
Design Thinking Framework
Business Model Canvas
Customer Journey Map
Digital Transformation Frameworks: Driving Digital Excellence
Memoria de calculo puente bobo
1. UNIVERSIDAD TÉCNICA DE AMBATO
CARRERA DE INGENIERÍA CIVIL
DISEÑO DE PUENTES
TEMA: DISEÑO PUENTE BOBO
INTEGRANTES:
Fernanda Álvarez
Maribel Chasi
Sandra Reyes
Gina Valencia
Janine Valencia
CURSO:
Decimo “B”
FECHA:
10-06-2013
2. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CARACTERÍSTICAS
PUENTE BOBO
El puente modelado anteriormente tiene las siguientes características (especificaciones):
Tipo de Puente PUENTE PARAMETRICO DE SECCION VARIABLE
Puentes Paralelos Separados entre sí 1m
Longitud del Puente 300 m
Ancho del Puente 15m
Vigas cajón
SECCIÓN EN APOYO- PILAS CENTRALES
SECCION EN CENTRO DE PUENTE
3. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Pilas cajón
Pilas
Laterales
Pilas
Centrales
Cabezales
Cabezal
pilas
laterales
Cabezal
pilas
centrales
Diafragma 0,4 m
Resistencia del Hormigón f’c= 350 Kg/cm²
8m
1,5m
1,5m
8m
8m
5m
18m
5m
8m
1m
1m
8m
8m
8m
2,5m
8m
1,5m
8
m
1,5m
2,5m
4. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Límite de Fluencia del
Hormigón
fy= 2410 Kg/cm²
Espesor Losa 0,35 m
Espesor Pavimento 5 mm
Aceras
Espesor 0,25 m
Ancho 1,0 m
Postes
0,25 x 0,20m
Altura 1m cada 2,5 m
Barandas 0,20 m x 0,20 m
# Spans 3
Span 1 75m
Span2 150m
Span 3 75m
#Carriles 4 @ puente (3,25 m cada uno)
Tensores
Área 10 pulg.
Fuerza 500 KIPS
Tipos de Vehículos
HL-93K-1
HL-93M-1
HL-93S-1
Bombeo 2%
5. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CONCEPTOS - FUNDAMENTOS TEÓRICOS
PUENTE
Es una obra que se construye para dar
continuidad ante la presencia de un obstáculo.
Obstáculo como: un río, un cañón, un valle, un
camino, una vía férrea, un cuerpo de agua, o
cualquier otro obstáculo. El diseño de cada
puente varía dependiendo de su función y la naturaleza del terreno sobre el que el
puente es construido.
ELEMENTOS ESTRUCTURALES EN UN PUENTE
Superestructura
Subestructura
Aparatos de apoyo
Obras adicionales
COMPONENTES DE LA SUPESTRUCTURA DE UN PUENTE
Resiste directamente cargas, la misma que son transmitidas a la estructura.
Losa (capa de rodadura)
Vigas
Diafragmas, riostras
Aceras
Pasamanos
Postes
Juntas
Drenes
6. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
COMPONENTES DE LA SUBESTRUCTURA DE UN PUENTE
Transmite las cargas desde la superestructura hacia el suelo.
Estribos
Pilas
Torres
Cimentación
Pilotes
ELEMENTOS DEL TABLERO DE UN PUENTE
Losas
Vigas: Longitudinales, Transversales
Diafragmas
Pasamanos
Postes, etc
CLASIFICACION DE LOS PUENTES
1. Utilidad
2. Material
3. Función Estructural
4. Localización de la calzada
5. Forma de la Estructura
UTILIDAD
Peatonales
Vías férreas
Carreteras
Para pasos de tuberías
Puentes de viaductos
MATERIAL
Madera
7. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Hormigón armado
Hormigón pre-esforzado
Metálicos
mixtos
FUNCION ESTRUCTURAL
puentes losa
puentes losa sobre vigas
puentes arco
puentes celosía
puentes atirantados
puentes colgantes
LOCALIZACIÓN DE LA CALZADA
Estructura por debajo de la calzada:
Arco y armadura en arco
Estructura por encima del
tablero:
Colgantes y atirantados
Puentes losa
Puentes sobre vigas
Viga tipo I
Viga tipo T
Viga en cajón
Viga en alma llena
UBICACIÓN Y ELECCION DEL TIPO DE PUENTE
LOCALIZACIÓN :
Esto corresponde a la ubicación en cuanto a sitio, pendiente, alineamiento y
rasante.
8. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
TIPO DE PUENTE:
Adecuado para el sitio, considerando la estética, economía y seguridad.
FORMA GEOMETRICA Y DIMENSIONES:
Analizar accesos, superestructura, infraestructura, cauce de corrientes y
fundaciones.
OBRAS COMPLEMENTARIAS:
Pasamanos, drenajes de la calzada y los accesos, iluminación.
14. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CARGA DE POSTENSADO
15. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
REACCIONES (Ton)
Objeto puente 1
Reacción Carga Muerta (DEAD) Ton
Lateral 1 1759.11 0.00 329.20
Centra1 9050.27 0.00 2443.76
Centra 2 9962.47 0.00 -2772.96
Lateral 2 1766.18 0.00 0
Objeto puente 2
Reacción Carga Muerta (DEAD) Ton
Lateral 1 1757.53 0.00 266.38
Centra1 9022.16 0.00 2192.01
Centra 2 8308.73 0.00 -2458.38
Lateral 2 1848.63 0.00 0.00
Objeto puente 1
Reacción Carga Peatonal Ton
Lateral 1 12.54 0.00 9.14
Centra1 119.02 0.00 74.61
Centra 2 119.36 0.00 -83.74
Lateral 2 12.74 0.00 0.00
Objeto puente 2
Reacción Carga Peatonal Ton
16. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Lateral 1 12.34 0.00 8.74
Centra1 119.66 0.00 75.90
Centra 2 118.36 0.00 -84.73
Lateral 2 13.31 0.00 0.00
Objeto puente 1
Reacción Carga Postensado Ton
Lateral 1 -2.36 0.00 -41.72
Centra1 3.65 0.00 -24.66
Centra 2 1.84 0.00 69.39
Lateral 2 -3.13 0.00 0.00
Objeto puente 2
Reacción Carga Postensado Ton
Lateral 1 -2.43 0.00 -42.45
Centra1 3.51 0.00 -26.64
Centra 2 2.00 0.00 69.36
Lateral 2 -3.67 0.00 0.00
17. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
MOMENTOS (Ton-m)
Objeto puente 1
Momento Carga Muerta (DEAD) Ton-m
Lateral 1 0.00 -6221.89 0.00
Centra1 0.00 -53518.30 0.00
Centra 2 0.00 60727.80 0.00
Lateral 2 0.00 0.00 0.00
Objeto puente 2
Momento Carga Muerta (DEAD) Ton-m
Lateral 1 0.00 -5034.55 0.00
Centra1 0.00 -48005.00 0.00
Centra 2 0.00 53838.16 0.00
Lateral 2 0.00 0.00 0.00
Objeto puente 1
Momento Carga Peatonal Ton-m
Lateral 1 0.00 -172.72 0.00
Centra1 0.00 -1633.85 0.00
Centra 2 0.00 1833.99 0.00
Lateral 2 0.00 0.00 0.00
Objeto puente 2
Momento Carga Peatonal Ton-m
18. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Lateral 1 0.00 -172.73 0.00
Centra1 0.00 -1662.00 0.00
Centra 2 0.00 1853.41 0.00
Lateral 2 0.00 0.00 0.00
Objeto puente 1
Momento Carga Postensado Ton-m
Lateral 1 0.00 788.56 0.00
Centra1 0.00 540.11 0.00
Centra 2 0.00 -1453.84 0.00
Lateral 2 0.00 0.00 0.00
Objeto puente 2
Momento Carga Postensado Ton-m
Lateral 1 0.00 802.34 0.00
Centra1 0.00 589.92 0.00
Centra 2 0.00 -1519.60 0.00
Lateral 2 0.00 0.00 0.00
19. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
DEFORMACIONES (mm)
DEFORMACIÓN CARGA MUERTA
Span 1 Deformación carga muerta
Span 2 Deformación carga muerta
20. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Span 3 Deformación carga muerta
Deformación máx. 13.33
Deformación mín. -289.70
DEFORMACIONES CARGA PEATONAL
21. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Span 1 Deformaciones carga peatonal
Span 2 Deformaciones carga peatonal
22. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Span 3 Deformaciones carga peatonal
Deformación máx. 0.65
Deformación mín. -10.20
DEFORMACIÓN CARGA POSTENSADO
Span 1 Deformación carga postensado
23. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
Span 2 Deformación carga postensado
Span 3 Deformación carga postensado
Deformación máx. 1.82
Deformación mín. -0.37
24. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CORTANTE V2 (DEAD) – ENTIRE BRIDGE SECTION (Ton)
Cortante máx. 3166.84
Cortante mín. -3147.58
CORTANTE V2 PEATONAL- ENTRE BRIDGE SECTION (Ton)
Cortante máx. 65.66
Cortante mín. -65.13
25. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CORTANTE V2 POSTENSADO – ENTRE BRIDGE SECTION (Ton)
Cortante máx. 29.74
Cortante mín. -24.08
CORTANTE V2 ASFALTO – ENTRE BRIDGE SECTION (Ton)
Cortante máx. 58.29
Cortante mín. -57.79
26. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CORTANTE V2 POSTES – ENTRE BRIDGE SECTION (Ton)
Cortante máx. 7.14
Cortante mín. -7.08
CORTANTE V2 BARANDAS – ENTRE BRIDGE SECTION (Ton)
Cortante máx. 14.41
Cortante mín. -14.29
27. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
CORTANTE V2 ACERAS – ENTRE BRIDGE SECTION (Ton)
Cortante máx. 90.03
Cortante mín. -89.30
MOMENTO (M3) CARGA DEAD – ENTIRE BRIDGE SECTION (Ton – m)
Cortante máx. 9293.57
Cortante mín. -74527.10
28. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
MOMENTO (M3) CARGA PEATONAL – ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 293.92
Momento mín. -1916.18
MOMENTO (M3) CARGA POSTENSADO – ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 800.48
Momento mín. -233.11
29. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
MOMENTO (M3) CARGA ASFALTO – ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 263.73
Momento mín. -1697.26
MOMENTO (M3) CARGA POSTES– ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 32.24
Momento mín. -210.15
30. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
MOMENTO (M3) CARGA BARANDAS– ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 64.38
Momento mín. -420.49
MOMENTO (M3) CARGA ACERAS– ENTIRE BRIDGE SECTION (Ton-m)
Momento máx. 403
Momento mín. -2627.33
31. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 1 0,00 After DEAD LinStatic -264,689 -406,452 -551,729 -0,5433
OBJETO PUENTE 2 2 2,96 Before DEAD LinStatic -274,158 -331,907 547,223 -0,1492
OBJETO PUENTE 2 3 2,96 After DEAD LinStatic -264,740 -333,040 543,223 -0,3664
OBJETO PUENTE 2 4 5,91 Before DEAD LinStatic -264,899 -259,398 1423,768 -0,7800
OBJETO PUENTE 2 5 5,91 After DEAD LinStatic -265,672 -259,199 1423,828 -0,1343
OBJETO PUENTE 2 6 8,87 Before DEAD LinStatic -268,147 -184,589 2087,651 -0,3405
OBJETO PUENTE 2 7 8,87 After DEAD LinStatic -269,181 -184,400 2087,421 -0,1283
OBJETO PUENTE 2 8 11,83 Before DEAD LinStatic -272,398 -108,695 2530,976 -0,1313
OBJETO PUENTE 2 9 11,83 After DEAD LinStatic -273,398 -108,540 2530,502 -0,3221
OBJETO PUENTE 2 10 14,78 Before DEAD LinStatic -275,704 -31,533 2751,257 -0,1283
OBJETO PUENTE 2 11 14,78 After DEAD LinStatic -276,259 -31,438 2750,883 -0,1343
OBJETO PUENTE 2 12 17,74 Before DEAD LinStatic -276,969 47,255 2745,650 -0,3405
OBJETO PUENTE 2 13 17,74 After DEAD LinStatic -277,003 47,306 2745,621 -0,1492
OBJETO PUENTE 2 14 20,70 Before DEAD LinStatic -276,222 128,167 2509,224 -0,3664
OBJETO PUENTE 2 15 20,70 After DEAD LinStatic -275,596 128,189 2509,805 -0,5433
OBJETO PUENTE 2 16 23,65 Before DEAD LinStatic -273,734 211,730 2034,913 -0,7800
OBJETO PUENTE 2 17 23,65 After DEAD LinStatic -272,621 211,762 2036,005 -0,1202
OBJETO PUENTE 2 18 26,61 Before DEAD LinStatic -271,138 298,545 1312,323 -0,1275
OBJETO PUENTE 2 19 26,61 After DEAD LinStatic -267,717 298,555 1315,686 -0,3232
OBJETO PUENTE 2 20 29,57 Before DEAD LinStatic -266,428 389,093 332,755 -0,3232
OBJETO PUENTE 2 21 29,57 After DEAD LinStatic -264,802 389,204 334,278 -0,1305
OBJETO PUENTE 2 22 32,52 Before DEAD LinStatic -263,227 484,052 -919,635 -0,3519
OBJETO PUENTE 2 23 32,52 After DEAD LinStatic -262,236 484,178 -918,802 -0,1275
OBJETO PUENTE 2 24 35,48 Before DEAD LinStatic -261,243 583,946 -2458,200 -0,3411
OBJETO PUENTE 2 25 35,48 After DEAD LinStatic -260,841 584,090 -2457,921 -0,1202
OBJETO PUENTE 2 26 38,43 Before DEAD LinStatic -260,783 689,376 -4298,255 -0,3519
OBJETO PUENTE 2 27 38,43 After DEAD LinStatic -261,009 689,523 -4298,368 -0,5726
OBJETO PUENTE 2 28 41,39 Before DEAD LinStatic -261,862 801,000 -6456,426 -0,9962
OBJETO PUENTE 2 29 41,39 After DEAD LinStatic -263,682 801,097 -6456,903 -0,5171
OBJETO PUENTE 2 30 44,35 Before DEAD LinStatic -265,622 919,486 -8951,065 -0,5726
OBJETO PUENTE 2 31 44,35 After DEAD LinStatic -267,485 919,551 -8951,023 -0,9962
OBJETO PUENTE 2 32 47,30 Before DEAD LinStatic -269,898 1045,677 -11802,136 -0,3411
OBJETO PUENTE 2 33 47,30 After DEAD LinStatic -272,122 1045,684 -11801,352 -0,5434
OBJETO PUENTE 2 34 50,26 Before DEAD LinStatic -273,932 1180,498 -15033,657 -0,5227
OBJETO PUENTE 2 35 50,26 After DEAD LinStatic -281,427 1180,108 -15028,208 -0,5227
OBJETO PUENTE 2 36 53,22 Before DEAD LinStatic -284,268 1324,448 -18665,176 -0,5434
OBJETO PUENTE 2 37 53,22 After DEAD LinStatic -287,727 1324,228 -18661,212 -0,7246
OBJETO PUENTE 2 38 56,17 Before DEAD LinStatic -291,606 1479,131 -22732,656 -1,1574
OBJETO PUENTE 2 39 56,17 After DEAD LinStatic -295,873 1478,754 -22725,793 -0,6663
OBJETO PUENTE 2 40 59,13 Before DEAD LinStatic -298,880 1645,494 -27266,581 -0,7246
OBJETO PUENTE 2 41 59,13 After DEAD LinStatic -305,041 1644,837 -27253,552 -1,1574
OBJETO PUENTE 2 42 62,09 Before DEAD LinStatic -309,545 1824,372 -32293,833 -0,5575
OBJETO PUENTE 2 43 62,09 After DEAD LinStatic -313,172 1823,881 -32284,175 -0,5427
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
32. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 44 65,04 Before DEAD LinStatic -318,250 2018,119 -37866,201 -0,6009
OBJETO PUENTE 2 45 65,04 After DEAD LinStatic -322,522 2018,522 -37852,346 -0,5575
OBJETO PUENTE 2 46 68,00 Before DEAD LinStatic -328,156 2229,380 -44024,355 -0,5427
OBJETO PUENTE 2 47 68,00 After DEAD LinStatic -334,570 2229,948 -44000,241 -0,8073
OBJETO PUENTE 2 48 70,33 Before DEAD LinStatic -345,372 2402,414 -49363,222 -1,2438
OBJETO PUENTE 2 49 70,33 After DEAD LinStatic -346,886 2403,327 -49357,308 -0,7489
OBJETO PUENTE 2 50 72,67 Before DEAD LinStatic -348,971 2576,380 -55158,725 -0,8073
OBJETO PUENTE 2 51 72,67 After DEAD LinStatic -353,673 2577,351 -55139,984 -1,2438
OBJETO PUENTE 2 52 75,00 Before DEAD LinStatic -357,506 2750,467 -61340,422 -0,6941
OBJETO PUENTE 2 53 75,00 After DEAD LinStatic -2551,376 -3117,886 -72046,975 -0,6725
OBJETO PUENTE 2 54 77,33 Before DEAD LinStatic -2548,949 -2945,449 -64982,820 -0,6725
OBJETO PUENTE 2 55 77,33 After DEAD LinStatic -2545,861 -2945,077 -64995,189 -0,6941
OBJETO PUENTE 2 56 79,67 Before DEAD LinStatic -2542,268 -2772,676 -58338,830 -0,7082
OBJETO PUENTE 2 57 79,67 After DEAD LinStatic -2538,273 -2772,354 -58354,735 -0,8148
OBJETO PUENTE 2 58 82,00 Before DEAD LinStatic -2533,749 -2599,999 -52104,922 -1,2504
OBJETO PUENTE 2 59 82,00 After DEAD LinStatic -2529,159 -2599,671 -52123,018 -0,7583
OBJETO PUENTE 2 60 84,96 Before DEAD LinStatic -2526,496 -2389,043 -45411,715 -0,8148
OBJETO PUENTE 2 61 84,96 After DEAD LinStatic -2526,301 -2388,705 -45412,417 -1,2504
OBJETO PUENTE 2 62 87,91 Before DEAD LinStatic -2517,464 -2194,013 -39299,956 -0,6928
OBJETO PUENTE 2 63 87,91 After DEAD LinStatic -2514,707 -2193,843 -39308,970 -0,7537
OBJETO PUENTE 2 64 90,87 Before DEAD LinStatic -2509,783 -2013,436 -33712,771 -0,7082
OBJETO PUENTE 2 65 90,87 After DEAD LinStatic -2510,279 -2013,209 -33711,328 -0,6928
OBJETO PUENTE 2 66 93,83 Before DEAD LinStatic -2503,280 -1845,980 -28610,031 -0,7765
OBJETO PUENTE 2 67 93,83 After DEAD LinStatic -2500,647 -1845,940 -28616,696 -0,7489
OBJETO PUENTE 2 68 96,78 Before DEAD LinStatic -2493,369 -1690,684 -23964,518 -1,1802
OBJETO PUENTE 2 69 96,78 After DEAD LinStatic -2490,851 -1690,703 -23969,897 -0,6959
OBJETO PUENTE 2 70 99,74 Before DEAD LinStatic -2482,746 -1546,511 -19732,136 -0,7489
OBJETO PUENTE 2 71 99,74 After DEAD LinStatic -2479,956 -1546,626 -19737,001 -1,1802
OBJETO PUENTE 2 72 102,70 Before DEAD LinStatic -2473,195 -1412,042 -15877,714 -0,7549
OBJETO PUENTE 2 73 102,70 After DEAD LinStatic -2470,913 -1412,110 -15880,852 -0,7549
OBJETO PUENTE 2 74 105,65 Before DEAD LinStatic -2464,042 -1286,194 -12375,206 -0,7765
OBJETO PUENTE 2 75 105,65 After DEAD LinStatic -2462,055 -1286,229 -12377,198 -0,7899
OBJETO PUENTE 2 76 108,61 Before DEAD LinStatic -2455,017 -1168,090 -9200,002 -0,7749
OBJETO PUENTE 2 77 108,61 After DEAD LinStatic -2452,662 -1168,127 -9201,575 -0,6175
OBJETO PUENTE 2 78 111,57 Before DEAD LinStatic -2447,662 -1056,828 -6329,244 -1,0422
OBJETO PUENTE 2 79 111,57 After DEAD LinStatic -2446,356 -1056,803 -6329,708 -0,5689
OBJETO PUENTE 2 80 114,52 Before DEAD LinStatic -2442,658 -951,638 -3744,385 -0,6175
OBJETO PUENTE 2 81 114,52 After DEAD LinStatic -2441,887 -951,581 -3744,437 -1,0422
OBJETO PUENTE 2 82 117,48 Before DEAD LinStatic -2440,223 -851,836 -1429,662 -0,8337
OBJETO PUENTE 2 83 117,48 After DEAD LinStatic -2440,105 -851,740 -1429,639 -0,7899
OBJETO PUENTE 2 84 120,43 Before DEAD LinStatic -2440,578 -756,784 628,560 -0,7749
OBJETO PUENTE 2 85 120,43 After DEAD LinStatic -2441,238 -756,653 628,268 -0,7843
OBJETO PUENTE 2 86 123,39 Before DEAD LinStatic -2443,725 -665,912 2442,121 -0,7634
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
33. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 87 123,39 After DEAD LinStatic -2447,436 -665,683 2439,671 -0,4327
OBJETO PUENTE 2 88 126,35 Before DEAD LinStatic -2452,777 -578,599 4018,630 -0,8494
OBJETO PUENTE 2 89 126,35 After DEAD LinStatic -2455,898 -578,404 4015,903 -0,3892
OBJETO PUENTE 2 90 129,30 Before DEAD LinStatic -2463,418 -494,506 5369,751 -0,4327
OBJETO PUENTE 2 91 129,30 After DEAD LinStatic -2468,387 -494,286 5364,651 -0,8494
OBJETO PUENTE 2 92 132,26 Before DEAD LinStatic -2478,072 -413,117 6500,947 -0,7634
OBJETO PUENTE 2 93 132,26 After DEAD LinStatic -2484,411 -412,902 6493,507 -0,7843
OBJETO PUENTE 2 94 135,22 Before DEAD LinStatic -2494,832 -334,063 7420,788 -0,7969
OBJETO PUENTE 2 95 135,22 After DEAD LinStatic -2501,863 -333,882 7411,661 -0,7825
OBJETO PUENTE 2 96 138,17 Before DEAD LinStatic -2512,273 -256,967 8137,112 -0,8376
OBJETO PUENTE 2 97 138,17 After DEAD LinStatic -2519,752 -256,833 8126,646 -0,2093
OBJETO PUENTE 2 98 141,13 Before DEAD LinStatic -2529,013 -181,456 8657,188 -0,6173
OBJETO PUENTE 2 99 141,13 After DEAD LinStatic -2535,682 -181,388 8647,333 -0,1711
OBJETO PUENTE 2 100 144,09 Before DEAD LinStatic -2542,705 -107,162 8989,055 -0,2093
OBJETO PUENTE 2 101 144,09 After DEAD LinStatic -2547,671 -107,158 8981,441 -0,6173
OBJETO PUENTE 2 102 147,04 Before DEAD LinStatic -2551,792 -33,695 9138,743 -0,7969
OBJETO PUENTE 2 103 147,04 After DEAD LinStatic -2554,188 -33,739 9134,989 -0,7825
OBJETO PUENTE 2 104 150,00 Before DEAD LinStatic -2555,090 39,350 9110,440 -0,7191
OBJETO PUENTE 2 105 150,00 After DEAD LinStatic -2554,280 39,282 9111,719 -0,6994
OBJETO PUENTE 2 106 152,96 Before DEAD LinStatic -2551,870 112,351 8905,553 -0,6994
OBJETO PUENTE 2 107 152,96 After DEAD LinStatic -2548,072 112,318 8911,504 0,0376
OBJETO PUENTE 2 108 155,91 Before DEAD LinStatic -2542,685 185,658 8521,936 -0,3618
OBJETO PUENTE 2 109 155,91 After DEAD LinStatic -2536,638 185,680 8531,215 0,0702
OBJETO PUENTE 2 110 158,87 Before DEAD LinStatic -2528,549 259,559 7956,161 0,0376
OBJETO PUENTE 2 111 158,87 After DEAD LinStatic -2521,131 259,648 7967,138 -0,3618
OBJETO PUENTE 2 112 161,83 Before DEAD LinStatic -2511,214 334,324 7202,756 -0,7191
OBJETO PUENTE 2 113 161,83 After DEAD LinStatic -2503,440 334,475 7213,663 -0,7306
OBJETO PUENTE 2 114 164,78 Before DEAD LinStatic -2492,708 410,190 6255,361 -0,7173
OBJETO PUENTE 2 115 164,78 After DEAD LinStatic -2485,436 410,388 6264,844 -0,7671
OBJETO PUENTE 2 116 167,74 Before DEAD LinStatic -2474,914 487,364 5107,749 -0,7306
OBJETO PUENTE 2 117 167,74 After DEAD LinStatic -2468,714 487,589 5115,079 0,2923
OBJETO PUENTE 2 118 170,70 Before DEAD LinStatic -2459,585 566,028 3754,112 -0,0989
OBJETO PUENTE 2 119 170,70 After DEAD LinStatic -2455,084 566,248 3758,783 0,3197
OBJETO PUENTE 2 120 173,65 Before DEAD LinStatic -2448,356 646,337 2189,299 0,2923
OBJETO PUENTE 2 121 173,65 After DEAD LinStatic -2445,846 646,523 2191,533 -0,0989
OBJETO PUENTE 2 122 176,61 Before DEAD LinStatic -2441,262 728,472 410,340 -0,7173
OBJETO PUENTE 2 123 176,61 After DEAD LinStatic -2438,329 728,681 412,328 -0,5887
OBJETO PUENTE 2 124 179,57 Before DEAD LinStatic -2436,813 812,654 -1585,438 -0,5705
OBJETO PUENTE 2 125 179,57 After DEAD LinStatic -2436,560 812,775 -1585,322 -0,5705
OBJETO PUENTE 2 126 182,52 Before DEAD LinStatic -2437,155 898,993 -3802,885 -0,5887
OBJETO PUENTE 2 127 182,52 After DEAD LinStatic -2437,649 899,076 -3802,995 0,5404
OBJETO PUENTE 2 128 185,48 Before DEAD LinStatic -2440,451 987,721 -6245,146 0,1565
OBJETO PUENTE 2 129 185,48 After DEAD LinStatic -2441,577 987,763 -6245,099 0,5631
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
34. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 130 188,43 Before DEAD LinStatic -2446,282 1079,030 -8917,052 0,5404
OBJETO PUENTE 2 131 188,43 After DEAD LinStatic -2447,854 1079,041 -8916,530 0,1565
OBJETO PUENTE 2 132 191,39 Before DEAD LinStatic -2454,005 1173,120 -11824,387 -0,5992
OBJETO PUENTE 2 133 191,39 After DEAD LinStatic -2457,088 1173,044 -11822,395 -0,5869
OBJETO PUENTE 2 134 194,35 Before DEAD LinStatic -2465,448 1270,062 -14971,711 -0,6313
OBJETO PUENTE 2 135 194,35 After DEAD LinStatic -2467,634 1270,013 -14969,557 -0,5992
OBJETO PUENTE 2 136 197,30 Before DEAD LinStatic -2475,317 1370,300 -18370,940 -0,5869
OBJETO PUENTE 2 137 197,30 After DEAD LinStatic -2477,879 1370,212 -18367,482 0,7692
OBJETO PUENTE 2 138 200,26 Before DEAD LinStatic -2485,567 1473,906 -22029,736 0,3913
OBJETO PUENTE 2 139 200,26 After DEAD LinStatic -2488,965 1473,748 -22023,773 0,7878
OBJETO PUENTE 2 140 203,22 Before DEAD LinStatic -2498,600 1580,968 -25952,528 0,7692
OBJETO PUENTE 2 141 203,22 After DEAD LinStatic -2501,383 1580,944 -25946,540 0,3913
OBJETO PUENTE 2 142 206,17 Before DEAD LinStatic -2509,471 1692,394 -30160,247 -0,405
OBJETO PUENTE 2 143 206,17 After DEAD LinStatic -2512,395 1692,437 -30152,747 -0,3887
OBJETO PUENTE 2 144 209,13 Before DEAD LinStatic -2530,940 1807,460 -34630,303 -0,3887
OBJETO PUENTE 2 145 209,13 After DEAD LinStatic -2524,806 1807,971 -34648,577 -0,405
OBJETO PUENTE 2 146 212,09 Before DEAD LinStatic -2524,862 1927,919 -39491,099 -0,4146
OBJETO PUENTE 2 147 212,09 After DEAD LinStatic -2528,086 1928,115 -39480,281 0,9672
OBJETO PUENTE 2 148 215,04 Before DEAD LinStatic -2533,609 2052,023 -44629,421 0,594
OBJETO PUENTE 2 149 215,04 After DEAD LinStatic -2537,735 2052,313 -44614,016 0,9824
OBJETO PUENTE 2 150 218,00 Before DEAD LinStatic -2543,319 2180,544 -50099,032 0,9672
OBJETO PUENTE 2 151 218,00 After DEAD LinStatic -2549,356 2180,906 -50074,279 0,594
OBJETO PUENTE 2 152 220,33 Before DEAD LinStatic -2554,809 2283,385 -55260,151 -0,4034
OBJETO PUENTE 2 153 220,33 After DEAD LinStatic -2560,155 2283,745 -55238,025 -0,4423
OBJETO PUENTE 2 154 222,67 Before DEAD LinStatic -2565,760 2386,277 -60663,107 -0,4146
OBJETO PUENTE 2 155 222,67 After DEAD LinStatic -2571,559 2386,696 -60638,968 -0,4034
OBJETO PUENTE 2 156 225,00 Before DEAD LinStatic -2577,286 2489,289 -66303,751 -0,1829
OBJETO PUENTE 2 157 225,00 After DEAD LinStatic -90,981 -2659,3657 -54804,868 1,1258
OBJETO PUENTE 2 158 227,33 Before DEAD LinStatic -82,944 -2486,339 -48833,740 0,756
OBJETO PUENTE 2 159 227,33 After DEAD LinStatic -76,047 -2485,481 -48861,229 1,1383
OBJETO PUENTE 2 160 229,67 Before DEAD LinStatic -74,084 -2312,489 -43271,352 1,1258
OBJETO PUENTE 2 161 229,67 After DEAD LinStatic -73,400 -2311,621 -43274,031 0,756
OBJETO PUENTE 2 162 232,00 Before DEAD LinStatic -59,778 -2139,400 -38133,437 -0,1686
OBJETO PUENTE 2 163 232,00 After DEAD LinStatic -53,859 -2138,910 -38155,687 -0,1686
OBJETO PUENTE 2 164 234,96 Before DEAD LinStatic -48,696 -1928,138 -32178,997 -0,1829
OBJETO PUENTE 2 165 234,96 After DEAD LinStatic -44,779 -1927,795 -32191,703 -0,1917
OBJETO PUENTE 2 166 237,91 Before DEAD LinStatic -40,142 -1733,532 -26807,427 -0,1815
OBJETO PUENTE 2 167 237,91 After DEAD LinStatic -36,862 -1733,953 -26816,163 1,2385
OBJETO PUENTE 2 168 240,87 Before DEAD LinStatic -32,932 -1554,318 -21976,441 0,8702
OBJETO PUENTE 2 169 240,87 After DEAD LinStatic -27,255 -1554,899 -21988,446 1,2489
OBJETO PUENTE 2 170 243,83 Before DEAD LinStatic -24,648 -1388,090 -17651,919 1,2385
OBJETO PUENTE 2 171 243,83 After DEAD LinStatic -21,030 -1388,387 -17657,739 0,8702
OBJETO PUENTE 2 172 246,78 Before DEAD LinStatic -17,742 -1233,411 -13793,697 -0,215
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
35. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 173 246,78 After DEAD LinStatic -14,871 -1233,569 -13796,987 -0,1917
OBJETO PUENTE 2 174 249,74 Before DEAD LinStatic -12,622 -1089,171 -10370,948 -0,1815
OBJETO PUENTE 2 175 249,74 After DEAD LinStatic -6,875 -1089,442 -10375,127 0,0626
OBJETO PUENTE 2 176 252,70 Before DEAD LinStatic -5,625 -954,591 -7357,745 0,0749
OBJETO PUENTE 2 177 252,70 After DEAD LinStatic -4,159 -954,548 -7358,262 1,298
OBJETO PUENTE 2 178 255,65 Before DEAD LinStatic -2,649 -828,384 -4725,612 0,9301
OBJETO PUENTE 2 179 255,65 After DEAD LinStatic -1,594 -828,298 -4725,636 1,3072
OBJETO PUENTE 2 180 258,61 Before DEAD LinStatic -0,611 -709,893 -2453,704 -0,3914
OBJETO PUENTE 2 181 258,61 After DEAD LinStatic -0,693 -709,762 -2453,725 -0,8068
OBJETO PUENTE 2 182 261,57 Before DEAD LinStatic -0,890 -598,296 -521,919 1,298
OBJETO PUENTE 2 183 261,57 After DEAD LinStatic -1,505 -598,167 -522,228 0,9301
OBJETO PUENTE 2 184 264,52 Before DEAD LinStatic -2,849 -492,917 1088,079 0,0749
OBJETO PUENTE 2 185 264,52 After DEAD LinStatic -4,120 -492,808 1087,196 0,0626
OBJETO PUENTE 2 186 267,48 Before DEAD LinStatic -6,405 -393,113 2393,016 0,0547
OBJETO PUENTE 2 187 267,48 After DEAD LinStatic -8,189 -393,046 2391,517 0,0639
OBJETO PUENTE 2 188 270,43 Before DEAD LinStatic -10,748 -298,288 3408,830 0,0353
OBJETO PUENTE 2 189 270,43 After DEAD LinStatic -13,174 -298,266 3406,558 1,3014
OBJETO PUENTE 2 190 273,39 Before DEAD LinStatic -14,892 -207,826 4150,394 0,9325
OBJETO PUENTE 2 191 273,39 After DEAD LinStatic -19,156 -207,916 4146,201 -0,1399
OBJETO PUENTE 2 192 276,35 Before DEAD LinStatic -21,005 -121,253 4628,017 -0,3651
OBJETO PUENTE 2 193 276,35 After DEAD LinStatic -22,134 -121,287 4626,910 1,3099
OBJETO PUENTE 2 194 279,30 Before DEAD LinStatic -23,861 -37,860 4857,681 -0,1334
OBJETO PUENTE 2 195 279,30 After DEAD LinStatic -24,339 -37,880 4857,237 -0,3473
OBJETO PUENTE 2 196 282,26 Before DEAD LinStatic -24,319 42,900 4847,313 1,3014
OBJETO PUENTE 2 197 282,26 After DEAD LinStatic -23,866 42,934 4847,691 0,9325
OBJETO PUENTE 2 198 285,22 Before DEAD LinStatic -21,785 121,609 4604,021 0,0547
OBJETO PUENTE 2 199 285,22 After DEAD LinStatic -20,630 121,713 4604,800 0,0639
OBJETO PUENTE 2 200 288,17 Before DEAD LinStatic -16,390 198,788 4132,080 0,3161
OBJETO PUENTE 2 201 288,17 After DEAD LinStatic -14,656 198,982 4132,901 0,3264
OBJETO PUENTE 2 202 291,13 Before DEAD LinStatic -9,203 274,834 3433,610 0,3264
OBJETO PUENTE 2 203 291,13 After DEAD LinStatic -7,452 275,082 3434,001 1,2473
OBJETO PUENTE 2 204 294,09 Before DEAD LinStatic -3,160 349,849 2510,167 0,8749
OBJETO PUENTE 2 205 294,09 After DEAD LinStatic -1,631 350,125 2510,047 -0,3447
OBJETO PUENTE 2 206 297,04 Before DEAD LinStatic 0,156 423,952 1365,192 -0,1334
OBJETO PUENTE 2 207 297,04 After DEAD LinStatic -11,142 422,552 1369,991 1,2555
OBJETO PUENTE 2 208 300,00 Before DEAD LinStatic 2,909 497,722 0,822 -0,3473
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
36. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 1 1 0,00 After DEAD LinStatic -327,664 -408,010 -682,153 -0,1399
OBJETO PUENTE 1 2 2,96 Before DEAD LinStatic -336,813 -333,509 421,637 1,2473
OBJETO PUENTE 1 3 2,96 After DEAD LinStatic -327,289 -334,653 417,591 0,8749
OBJETO PUENTE 1 4 5,91 Before DEAD LinStatic -327,170 -261,042 1303,970 0,3161
OBJETO PUENTE 1 5 5,91 After DEAD LinStatic -327,854 -260,851 1304,023 0,309
OBJETO PUENTE 1 6 8,87 Before DEAD LinStatic -330,168 -186,253 1974,572 0,3172
OBJETO PUENTE 1 7 8,87 After DEAD LinStatic -331,147 -186,068 1974,353 0,2931
OBJETO PUENTE 1 8 11,83 Before DEAD LinStatic -334,241 -110,366 2425,429 0,309
OBJETO PUENTE 1 9 11,83 After DEAD LinStatic -335,209 -110,210 2424,970 1,131
OBJETO PUENTE 1 10 14,78 Before DEAD LinStatic -337,461 -33,198 2653,978 0,7543
OBJETO PUENTE 1 11 14,78 After DEAD LinStatic -338,007 -33,100 2653,609 -0,3651
OBJETO PUENTE 1 12 17,74 Before DEAD LinStatic -338,720 45,603 2657,329 -0,3914
OBJETO PUENTE 1 13 17,74 After DEAD LinStatic -338,762 45,658 2657,295 1,1404
OBJETO PUENTE 1 14 20,70 Before DEAD LinStatic -338,023 126,531 2430,557 -0,8068
OBJETO PUENTE 1 15 20,70 After DEAD LinStatic -337,418 126,558 2431,118 -0,1194
OBJETO PUENTE 1 16 23,65 Before DEAD LinStatic -335,616 210,110 1966,619 1,131
OBJETO PUENTE 1 17 23,65 After DEAD LinStatic -334,521 210,147 1967,693 0,7543
OBJETO PUENTE 1 18 26,61 Before DEAD LinStatic -333,043 296,936 1255,228 0,3172
OBJETO PUENTE 1 19 26,61 After DEAD LinStatic -329,830 296,957 1258,388 0,5632
OBJETO PUENTE 1 20 29,57 Before DEAD LinStatic -328,496 387,499 287,507 0,5715
OBJETO PUENTE 1 21 29,57 After DEAD LinStatic -326,922 387,615 288,982 0,5715
OBJETO PUENTE 1 22 32,52 Before DEAD LinStatic -325,397 482,468 -952,180 0,5632
OBJETO PUENTE 1 23 32,52 After DEAD LinStatic -324,441 482,597 -951,376 0,9535
OBJETO PUENTE 1 24 35,48 Before DEAD LinStatic -323,494 582,370 -2477,221 0,5723
OBJETO PUENTE 1 25 35,48 After DEAD LinStatic -323,120 582,517 -2476,961 -0,1311
OBJETO PUENTE 1 26 38,43 Before DEAD LinStatic -323,089 687,806 -4302,943 -0,3766
OBJETO PUENTE 1 27 38,43 After DEAD LinStatic -323,325 687,955 -4303,062 0,965
OBJETO PUENTE 1 28 41,39 Before DEAD LinStatic -324,219 799,434 -6446,005 -0,3656
OBJETO PUENTE 1 29 41,39 After DEAD LinStatic -326,140 799,532 -6446,509 -0,1347
OBJETO PUENTE 1 30 44,35 Before DEAD LinStatic -327,982 917,925 -8924,785 0,9535
OBJETO PUENTE 1 31 44,35 After DEAD LinStatic -329,855 917,992 -8924,743 0,5723
OBJETO PUENTE 1 32 47,30 Before DEAD LinStatic -332,247 1044,122 -11759,302 0,5568
OBJETO PUENTE 1 33 47,30 After DEAD LinStatic -334,462 1044,133 -11758,522 0,5641
OBJETO PUENTE 1 34 50,26 Before DEAD LinStatic -336,741 1178,919 -14973,273 0,5439
OBJETO PUENTE 1 35 50,26 After DEAD LinStatic -343,922 1178,553 -14968,052 0,5568
OBJETO PUENTE 1 36 53,22 Before DEAD LinStatic -346,479 1322,913 -18587,443 0,5641
OBJETO PUENTE 1 37 53,22 After DEAD LinStatic -350,006 1322,692 -18583,401 0,7185
OBJETO PUENTE 1 38 56,17 Before DEAD LinStatic -353,897 1477,597 -22636,422 0,3337
OBJETO PUENTE 1 39 56,17 After DEAD LinStatic -358,045 1477,234 -22629,749 -0,405
OBJETO PUENTE 1 40 59,13 Before DEAD LinStatic -361,760 1643,910 -27150,135 -0,1311
OBJETO PUENTE 1 41 59,13 After DEAD LinStatic -367,771 1643,267 -27137,423 0,735
OBJETO PUENTE 1 42 62,09 Before DEAD LinStatic -371,740 1822,861 -32159,397 -0,3766
OBJETO PUENTE 1 43 62,09 After DEAD LinStatic -375,439 1822,365 -32149,545 -0,1194
OBJETO PUENTE 1 44 65,04 Before DEAD LinStatic -380,559 2016,596 -37711,456 0,7185
OBJETO PUENTE 1 45 65,04 After DEAD LinStatic -384,861 2016,990 -37697,498 0,3337
OBJETO PUENTE 1 46 68,00 Before DEAD LinStatic -390,471 2227,841 -43849,053 0,7911
OBJETO PUENTE 1 47 68,00 After DEAD LinStatic -396,889 2228,402 -43824,924 0,7975
OBJETO PUENTE 1 48 70,33 Before DEAD LinStatic -407,829 2400,855 -49183,753 0,7975
OBJETO PUENTE 1 49 70,33 After DEAD LinStatic -409,351 2401,763 -49177,808 0,7911
OBJETO PUENTE 1 50 72,67 Before DEAD LinStatic -411,470 2574,812 -54975,438 0,7853
OBJETO PUENTE 1 51 72,67 After DEAD LinStatic -416,261 2575,777 -54956,342 0,4274
OBJETO PUENTE 1 52 75,00 Before DEAD LinStatic -420,177 2748,890 -61152,771 0,0424
OBJETO PUENTE 1 53 75,00 After DEAD LinStatic -2865,995 -3147,577 -73089,026 -0,3656
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
37. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 1 54 77,33 Before DEAD LinStatic -2863,621 -2975,136 -65955,382 -0,6109
OBJETO PUENTE 1 55 77,33 After DEAD LinStatic -2860,593 -2974,763 -65967,508 0,4464
OBJETO PUENTE 1 56 79,67 Before DEAD LinStatic -2857,046 -2802,358 -59241,708 -1,0364
OBJETO PUENTE 1 57 79,67 After DEAD LinStatic -2853,064 -2802,036 -59257,561 -0,5814
OBJETO PUENTE 1 58 82,00 Before DEAD LinStatic -2848,506 -2629,680 -52938,629 0,4274
OBJETO PUENTE 1 59 82,00 After DEAD LinStatic -2843,911 -2629,351 -52956,745 0,0424
OBJETO PUENTE 1 60 84,96 Before DEAD LinStatic -2841,278 -2418,722 -46238,399 0,7918
OBJETO PUENTE 1 61 84,96 After DEAD LinStatic -2840,861 -2418,389 -46239,906 0,7749
OBJETO PUENTE 1 62 87,91 Before DEAD LinStatic -2832,192 -2223,692 -40117,430 0,7853
OBJETO PUENTE 1 63 87,91 After DEAD LinStatic -2829,508 -2223,521 -40126,207 0,7918
OBJETO PUENTE 1 64 90,87 Before DEAD LinStatic -2824,675 -2043,106 -34517,761 0,9885
OBJETO PUENTE 1 65 90,87 After DEAD LinStatic -2824,722 -2042,901 -34517,625 0,1578
OBJETO PUENTE 1 66 93,83 Before DEAD LinStatic -2817,725 -1875,671 -29401,460 -0,227
OBJETO PUENTE 1 67 93,83 After DEAD LinStatic -2815,061 -1875,633 -29408,204 -0,5605
OBJETO PUENTE 1 68 96,78 Before DEAD LinStatic -2807,629 -1720,387 -24738,573 -0,5545
OBJETO PUENTE 1 69 96,78 After DEAD LinStatic -2805,045 -1720,411 -24744,096 0,1739
OBJETO PUENTE 1 70 99,74 Before DEAD LinStatic -2797,466 -1576,186 -20484,480 -0,5605
OBJETO PUENTE 1 71 99,74 After DEAD LinStatic -2794,544 -1576,309 -20489,572 -0,5814
OBJETO PUENTE 1 72 102,70 Before DEAD LinStatic -2786,939 -1441,774 -16607,397 0,1578
OBJETO PUENTE 1 73 102,70 After DEAD LinStatic -2784,600 -1441,844 -16610,615 -0,227
OBJETO PUENTE 1 74 105,65 Before DEAD LinStatic -2777,520 -1315,938 -13077,402 0,9932
OBJETO PUENTE 1 75 105,65 After DEAD LinStatic -2775,432 -1315,978 -13079,496 0,9932
OBJETO PUENTE 1 76 108,61 Before DEAD LinStatic -2768,528 -1197,828 -9870,759 0,9885
OBJETO PUENTE 1 77 108,61 After DEAD LinStatic -2765,904 -1197,878 -9872,512 0,9835
OBJETO PUENTE 1 78 111,57 Before DEAD LinStatic -2760,257 -1086,606 -6965,203 0,9893
OBJETO PUENTE 1 79 111,57 After DEAD LinStatic -2758,866 -1086,583 -6965,698 -0,1553
OBJETO PUENTE 1 80 114,52 Before DEAD LinStatic -2754,819 -981,427 -4341,130 -0,5414
OBJETO PUENTE 1 81 114,52 After DEAD LinStatic -2753,919 -981,373 -4341,190 -0,6109
OBJETO PUENTE 1 82 117,48 Before DEAD LinStatic -2751,840 -881,638 -1983,000 -1,0364
OBJETO PUENTE 1 83 117,48 After DEAD LinStatic -2751,579 -881,546 -1982,948 -0,133
OBJETO PUENTE 1 84 120,43 Before DEAD LinStatic -2751,644 -786,596 122,905 -0,5954
OBJETO PUENTE 1 85 120,43 After DEAD LinStatic -2752,150 -786,467 122,681 -0,5805
OBJETO PUENTE 1 86 123,39 Before DEAD LinStatic -2754,435 -695,723 1988,301 -0,1553
OBJETO PUENTE 1 87 123,39 After DEAD LinStatic -2757,769 -695,502 1986,100 -0,5414
OBJETO PUENTE 1 88 126,35 Before DEAD LinStatic -2762,813 -608,416 3621,095 0,9752
OBJETO PUENTE 1 89 126,35 After DEAD LinStatic -2765,786 -608,220 3618,498 0,9835
OBJETO PUENTE 1 90 129,30 Before DEAD LinStatic -2773,077 -524,317 5032,437 0,9893
OBJETO PUENTE 1 91 129,30 After DEAD LinStatic -2777,951 -524,093 5027,435 1,1466
OBJETO PUENTE 1 92 132,26 Before DEAD LinStatic -2787,518 -442,915 6227,722 1,1497
OBJETO PUENTE 1 93 132,26 After DEAD LinStatic -2793,840 -442,694 6220,300 -0,5273
OBJETO PUENTE 1 94 135,22 Before DEAD LinStatic -2804,283 -363,843 7215,293 -0,9163
OBJETO PUENTE 1 95 135,22 After DEAD LinStatic -2811,384 -363,653 7206,075 -0,6395
OBJETO PUENTE 1 96 138,17 Before DEAD LinStatic -2821,977 -286,725 8002,790 -0,5954
OBJETO PUENTE 1 97 138,17 After DEAD LinStatic -2829,666 -286,581 7992,031 -0,4809
OBJETO PUENTE 1 98 141,13 Before DEAD LinStatic -2839,259 -211,191 8597,285 -0,5805
OBJETO PUENTE 1 99 141,13 After DEAD LinStatic -2846,265 -211,112 8586,934 -0,7725
OBJETO PUENTE 1 100 144,09 Before DEAD LinStatic -2853,737 -136,875 9006,783 -0,5273
OBJETO PUENTE 1 101 144,09 After DEAD LinStatic -2859,153 -136,862 8998,478 -0,9163
OBJETO PUENTE 1 102 147,04 Before DEAD LinStatic -2863,798 -63,390 9237,348 1,1497
OBJETO PUENTE 1 103 147,04 After DEAD LinStatic -2866,744 -63,428 9232,731 1,1466
OBJETO PUENTE 1 104 150,00 Before DEAD LinStatic -2868,206 9,666 9293,262 1,1423
OBJETO PUENTE 1 105 150,00 After DEAD LinStatic -2868,013 9,599 9293,567 1,1474
OBJETO PUENTE 1 106 152,96 Before DEAD LinStatic -2866,194 82,695 9176,636 1,1357
OBJETO PUENTE 1 107 152,96 After DEAD LinStatic -2862,898 82,659 9181,801 -0,9759
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
38. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 1 108 155,91 Before DEAD LinStatic -2857,917 156,135 8886,459 -1,3625
OBJETO PUENTE 1 109 155,91 After DEAD LinStatic -2852,217 156,152 8895,199 -1,207
OBJETO PUENTE 1 110 158,87 Before DEAD LinStatic -2844,467 230,395 8418,718 -0,7418
OBJETO PUENTE 1 111 158,87 After DEAD LinStatic -2837,262 230,479 8429,365 -0,9536
OBJETO PUENTE 1 112 161,83 Before DEAD LinStatic -2827,478 305,876 7767,264 -0,72
OBJETO PUENTE 1 113 161,83 After DEAD LinStatic -2819,675 306,025 7778,182 -0,7135
OBJETO PUENTE 1 114 164,78 Before DEAD LinStatic -2809,002 382,959 6924,380 -0,9759
OBJETO PUENTE 1 115 164,78 After DEAD LinStatic -2801,882 383,153 6933,621 -1,3625
OBJETO PUENTE 1 116 167,74 Before DEAD LinStatic -2791,477 462,008 5881,329 1,1423
OBJETO PUENTE 1 117 167,74 After DEAD LinStatic -2785,198 462,232 5888,700 1,1474
OBJETO PUENTE 1 118 170,70 Before DEAD LinStatic -2775,767 543,411 4630,974 1,259
OBJETO PUENTE 1 119 170,70 After DEAD LinStatic -2770,989 543,636 4635,877 1,2607
OBJETO PUENTE 1 120 173,65 Before DEAD LinStatic -2763,909 627,537 3164,445 1,2607
OBJETO PUENTE 1 121 173,65 After DEAD LinStatic -2761,074 627,732 3166,921 -1,4918
OBJETO PUENTE 1 122 176,61 Before DEAD LinStatic -2756,298 714,814 1474,454 -1,8763
OBJETO PUENTE 1 123 176,61 After DEAD LinStatic -2753,154 715,030 1476,530 -0,72
OBJETO PUENTE 1 124 179,57 Before DEAD LinStatic -2751,188 805,766 -446,469 -0,7418
OBJETO PUENTE 1 125 179,57 After DEAD LinStatic -2750,809 805,891 -446,302 -1,474
OBJETO PUENTE 1 126 182,52 Before DEAD LinStatic -2751,082 900,830 -2609,382 -0,7725
OBJETO PUENTE 1 127 182,52 After DEAD LinStatic -2751,462 900,918 -2609,457 -1,207
OBJETO PUENTE 1 128 185,48 Before DEAD LinStatic -2753,891 1000,639 -5024,682 -1,4918
OBJETO PUENTE 1 129 185,48 After DEAD LinStatic -2754,900 1000,688 -5024,615 -1,8763
OBJETO PUENTE 1 130 188,43 Before DEAD LinStatic -2759,276 1105,829 -7706,000 1,259
OBJETO PUENTE 1 131 188,43 After DEAD LinStatic -2760,762 1105,847 -7705,471 1,2548
OBJETO PUENTE 1 132 191,39 Before DEAD LinStatic -2766,714 1217,102 -10669,376 1,2593
OBJETO PUENTE 1 133 191,39 After DEAD LinStatic -2769,459 1217,046 -10667,543 1,2496
OBJETO PUENTE 1 134 194,35 Before DEAD LinStatic -2776,629 1335,178 -13932,658 1,2548
OBJETO PUENTE 1 135 194,35 After DEAD LinStatic -2778,785 1335,134 -13930,497 -2,0624
OBJETO PUENTE 1 136 197,30 Before DEAD LinStatic -2786,061 1461,026 -17519,949 -2,4454
OBJETO PUENTE 1 137 197,30 After DEAD LinStatic -2788,463 1460,951 -17516,644 -0,7558
OBJETO PUENTE 1 138 200,26 Before DEAD LinStatic -2796,238 1595,471 -21454,906 -0,7403
OBJETO PUENTE 1 139 200,26 After DEAD LinStatic -2799,208 1595,344 -21449,730 -2,0414
OBJETO PUENTE 1 140 203,22 Before DEAD LinStatic -2806,919 1739,559 -25765,328 -0,8018
OBJETO PUENTE 1 141 203,22 After DEAD LinStatic -2809,546 1739,536 -25759,715 -0,7558
OBJETO PUENTE 1 142 206,17 Before DEAD LinStatic -2817,075 1894,788 -30485,301 -2,0624
OBJETO PUENTE 1 143 206,17 After DEAD LinStatic -2819,771 1894,829 -30478,479 -2,4454
OBJETO PUENTE 1 144 209,13 Before DEAD LinStatic -2826,820 2062,070 -35650,677 1,2593
OBJETO PUENTE 1 145 209,13 After DEAD LinStatic -2826,715 2062,282 -35650,982 1,3187
OBJETO PUENTE 1 146 212,09 Before DEAD LinStatic -2831,547 2242,708 -41315,651 1,3192
OBJETO PUENTE 1 147 212,09 After DEAD LinStatic -2834,235 2242,886 -41306,861 1,3192
OBJETO PUENTE 1 148 215,04 Before DEAD LinStatic -2842,773 2437,597 -47486,063 1,3187
OBJETO PUENTE 1 149 215,04 After DEAD LinStatic -2843,331 2437,933 -47484,048 -2,8497
OBJETO PUENTE 1 150 218,00 Before DEAD LinStatic -2845,944 2648,572 -54258,754 -3,2306
OBJETO PUENTE 1 151 218,00 After DEAD LinStatic -2850,506 2648,909 -54240,765 -0,7403
OBJETO PUENTE 1 152 220,33 Before DEAD LinStatic -2855,074 2821,271 -60604,537 -0,8619
OBJETO PUENTE 1 153 220,33 After DEAD LinStatic -2859,014 2821,600 -60588,849 -2,8325
OBJETO PUENTE 1 154 222,67 Before DEAD LinStatic -2862,481 2994,013 -67359,877 -1,2998
OBJETO PUENTE 1 155 222,67 After DEAD LinStatic -2865,409 2994,392 -67348,151 -0,8309
OBJETO PUENTE 1 156 225,00 Before DEAD LinStatic -2867,690 3166,839 -74527,106 -2,8497
OBJETO PUENTE 1 157 225,00 After DEAD LinStatic -92,381 -2741,808 -60982,956 -3,2306
OBJETO PUENTE 1 158 227,33 Before DEAD LinStatic -88,351 -2568,682 -54803,527 1,3157
OBJETO PUENTE 1 159 227,33 After DEAD LinStatic -83,443 -2567,706 -54823,089 1,3197
OBJETO PUENTE 1 160 229,67 Before DEAD LinStatic -81,283 -2394,645 -49042,213 1,3116
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
39. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 1 161 229,67 After DEAD LinStatic -79,760 -2393,724 -49048,161 1,3157
OBJETO PUENTE 1 162 232,00 Before DEAD LinStatic -68,660 -2221,268 -43706,590 1,3197
OBJETO PUENTE 1 163 232,00 After DEAD LinStatic -62,247 -2220,693 -43730,700 -3,7078
OBJETO PUENTE 1 164 234,96 Before DEAD LinStatic -56,652 -2009,823 -37515,978 -4,0837
OBJETO PUENTE 1 165 234,96 After DEAD LinStatic -52,367 -2009,415 -37529,877 -0,8091
OBJETO PUENTE 1 166 237,91 Before DEAD LinStatic -47,279 -1815,176 -31907,428 -0,8028
OBJETO PUENTE 1 167 237,91 After DEAD LinStatic -43,613 -1815,675 -31917,193 -3,6975
OBJETO PUENTE 1 168 240,87 Before DEAD LinStatic -39,697 -1636,082 -26837,385 -0,8091
OBJETO PUENTE 1 169 240,87 After DEAD LinStatic -33,700 -1636,729 -26850,066 -0,8309
OBJETO PUENTE 1 170 243,83 Before DEAD LinStatic -30,057 -1470,055 -22274,705 -3,7078
OBJETO PUENTE 1 171 243,83 After DEAD LinStatic -25,984 -1470,418 -22281,258 -4,0837
OBJETO PUENTE 1 172 246,78 Before DEAD LinStatic -22,170 -1315,514 -18176,347 1,3224
OBJETO PUENTE 1 173 246,78 After DEAD LinStatic -18,735 -1315,736 -18180,284 1,3219
OBJETO PUENTE 1 174 249,74 Before DEAD LinStatic -16,273 -1171,378 -14512,255 1,3219
OBJETO PUENTE 1 175 249,74 After DEAD LinStatic -9,283 -1171,742 -14517,337 1,3224
OBJETO PUENTE 1 176 252,70 Before DEAD LinStatic -7,139 -1036,958 -11257,410 1,3202
OBJETO PUENTE 1 177 252,70 After DEAD LinStatic -5,072 -1036,951 -11258,139 -4,6393
OBJETO PUENTE 1 178 255,65 Before DEAD LinStatic -2,852 -910,825 -8382,043 -5,0092
OBJETO PUENTE 1 179 255,65 After DEAD LinStatic -1,149 -910,763 -8382,081 -0,8619
OBJETO PUENTE 1 180 258,61 Before DEAD LinStatic 0,479 -792,378 -5866,091 -1,2998
OBJETO PUENTE 1 181 258,61 After DEAD LinStatic 2,036 -792,283 -5865,682 -4,6323
OBJETO PUENTE 1 182 261,57 Before DEAD LinStatic 2,655 -680,818 -3689,053 -0,8442
OBJETO PUENTE 1 183 261,57 After DEAD LinStatic 2,663 -680,681 -3689,049 -0,8291
OBJETO PUENTE 1 184 264,52 Before DEAD LinStatic 2,275 -575,412 -1833,512 -4,6393
OBJETO PUENTE 1 185 264,52 After DEAD LinStatic 1,640 -575,281 -1833,953 -5,0092
OBJETO PUENTE 1 186 267,48 Before DEAD LinStatic 0,283 -475,541 -282,750 1,3238
OBJETO PUENTE 1 187 267,48 After DEAD LinStatic -0,952 -475,436 -283,788 1,317
OBJETO PUENTE 1 188 270,43 Before DEAD LinStatic -2,851 -380,620 978,605 1,3202
OBJETO PUENTE 1 189 270,43 After DEAD LinStatic -4,757 -380,541 976,820 1,3238
OBJETO PUENTE 1 190 273,39 Before DEAD LinStatic -6,355 -290,042 1964,927 1,2688
OBJETO PUENTE 1 191 273,39 After DEAD LinStatic -10,053 -290,068 1961,291 -5,6499
OBJETO PUENTE 1 192 276,35 Before DEAD LinStatic -11,791 -203,334 2686,949 -6,0142
OBJETO PUENTE 1 193 276,35 After DEAD LinStatic -13,043 -203,333 2685,721 -0,8884
OBJETO PUENTE 1 194 279,30 Before DEAD LinStatic -15,094 -119,849 3159,474 -0,8442
OBJETO PUENTE 1 195 279,30 After DEAD LinStatic -15,775 -119,850 3158,842 -5,645
OBJETO PUENTE 1 196 282,26 Before DEAD LinStatic -16,580 -39,045 3391,127 -0,8291
OBJETO PUENTE 1 197 282,26 After DEAD LinStatic -16,504 -39,011 3391,190 -0,8734
OBJETO PUENTE 1 198 285,22 Before DEAD LinStatic -15,593 39,642 3389,380 -5,6499
OBJETO PUENTE 1 199 285,22 After DEAD LinStatic -14,914 39,728 3389,838 -6,0142
OBJETO PUENTE 1 200 288,17 Before DEAD LinStatic -12,109 116,727 3159,055 1,2673
OBJETO PUENTE 1 201 288,17 After DEAD LinStatic -10,881 116,887 3159,636 1,2673
OBJETO PUENTE 1 202 291,13 Before DEAD LinStatic -6,867 192,628 2702,846 1,2688
OBJETO PUENTE 1 203 291,13 After DEAD LinStatic -5,526 192,838 2703,145 1,266
OBJETO PUENTE 1 204 294,09 Before DEAD LinStatic -2,195 267,513 2022,572 1,2692
OBJETO PUENTE 1 205 294,09 After DEAD LinStatic -0,985 267,752 2022,477 -6,7426
OBJETO PUENTE 1 206 297,04 Before DEAD LinStatic 0,431 341,539 1121,316 -7,1022
OBJETO PUENTE 1 207 297,04 After DEAD LinStatic -8,892 340,405 1125,276 -1,3101
OBJETO PUENTE 1 208 300,00 Before DEAD LinStatic 2,418 415,204 1,227 -0,8427
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
40. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m cm
OBJETO PUENTE 2 1 0,00 After C. POSTENSADO LinStatic -153,675 29,805 249,419 -0,0102
OBJETO PUENTE 2 2 2,96 Before C. POSTENSADO LinStatic -163,415 29,742 168,333 -0,0065
OBJETO PUENTE 2 3 2,96 After C. POSTENSADO LinStatic -166,169 29,047 169,503 0,0049
OBJETO PUENTE 2 4 5,91 Before C. POSTENSADO LinStatic -168,314 27,678 89,179 0,0027
OBJETO PUENTE 2 5 5,91 After C. POSTENSADO LinStatic -169,194 26,901 89,248 -0,0059
OBJETO PUENTE 2 6 8,87 Before C. POSTENSADO LinStatic -170,728 25,231 17,206 0,0056
OBJETO PUENTE 2 7 8,87 After C. POSTENSADO LinStatic -171,285 24,561 17,082 -0,0041
OBJETO PUENTE 2 8 11,83 Before C. POSTENSADO LinStatic -172,608 22,680 -45,915 -0,0034
OBJETO PUENTE 2 9 11,83 After C. POSTENSADO LinStatic -173,066 21,990 -46,132 0,0078
OBJETO PUENTE 2 10 14,78 Before C. POSTENSADO LinStatic -174,255 20,071 -99,688 -0,0041
OBJETO PUENTE 2 11 14,78 After C. POSTENSADO LinStatic -174,684 19,369 -99,978 -0,0059
OBJETO PUENTE 2 12 17,74 Before C. POSTENSADO LinStatic -175,853 17,427 -143,860 0,0056
OBJETO PUENTE 2 13 17,74 After C. POSTENSADO LinStatic -176,292 16,711 -144,227 -0,0065
OBJETO PUENTE 2 14 20,70 Before C. POSTENSADO LinStatic -177,467 14,782 -178,206 0,0049
OBJETO PUENTE 2 15 20,70 After C. POSTENSADO LinStatic -177,957 14,022 -178,661 -0,0102
OBJETO PUENTE 2 16 23,65 Before C. POSTENSADO LinStatic -179,090 12,261 -202,471 0,0027
OBJETO PUENTE 2 17 23,65 After C. POSTENSADO LinStatic -179,709 11,303 -203,079 0,0006
OBJETO PUENTE 2 18 26,61 Before C. POSTENSADO LinStatic -180,755 9,709 -216,442 -0,0023
OBJETO PUENTE 2 19 26,61 After C. POSTENSADO LinStatic -181,611 8,552 -217,284 0,0064
OBJETO PUENTE 2 20 29,57 Before C. POSTENSADO LinStatic -182,586 7,068 -219,939 0,0064
OBJETO PUENTE 2 21 29,57 After C. POSTENSADO LinStatic -183,430 5,818 -220,730 -0,0031
OBJETO PUENTE 2 22 32,52 Before C. POSTENSADO LinStatic -184,485 4,257 -212,540 0,005
OBJETO PUENTE 2 23 32,52 After C. POSTENSADO LinStatic -185,204 3,177 -213,145 -0,0023
OBJETO PUENTE 2 24 35,48 Before C. POSTENSADO LinStatic -186,334 1,419 -193,962 0,0051
OBJETO PUENTE 2 25 35,48 After C. POSTENSADO LinStatic -187,068 0,396 -194,473 0,0006
OBJETO PUENTE 2 26 38,43 Before C. POSTENSADO LinStatic -188,183 -1,191 -164,542 0,005
OBJETO PUENTE 2 27 38,43 After C. POSTENSADO LinStatic -188,932 -2,294 -164,919 0,0224
OBJETO PUENTE 2 28 41,39 Before C. POSTENSADO LinStatic -189,945 -3,846 -124,216 0,0203
OBJETO PUENTE 2 29 41,39 After C. POSTENSADO LinStatic -190,795 -5,032 -124,441 0,0234
OBJETO PUENTE 2 30 44,35 Before C. POSTENSADO LinStatic -191,733 -6,548 -72,868 0,0224
OBJETO PUENTE 2 31 44,35 After C. POSTENSADO LinStatic -192,481 -7,808 -72,853 0,0203
OBJETO PUENTE 2 32 47,30 Before C. POSTENSADO LinStatic -193,363 -9,290 -10,373 0,0051
OBJETO PUENTE 2 33 47,30 After C. POSTENSADO LinStatic -194,096 -10,624 -10,118 0,0228
OBJETO PUENTE 2 34 50,26 Before C. POSTENSADO LinStatic -194,908 -12,065 63,294 0,0231
OBJETO PUENTE 2 35 50,26 After C. POSTENSADO LinStatic -195,668 -13,485 63,843 0,0231
OBJETO PUENTE 2 36 53,22 Before C. POSTENSADO LinStatic -196,418 -14,929 148,260 0,0228
OBJETO PUENTE 2 37 53,22 After C. POSTENSADO LinStatic -196,998 -16,319 148,922 0,0427
OBJETO PUENTE 2 38 56,17 Before C. POSTENSADO LinStatic -196,815 -17,753 242,823 0,0415
OBJETO PUENTE 2 39 56,17 After C. POSTENSADO LinStatic -195,975 -18,964 241,467 0,0428
OBJETO PUENTE 2 40 59,13 Before C. POSTENSADO LinStatic -194,989 -20,377 343,036 0,0427
OBJETO PUENTE 2 41 59,13 After C. POSTENSADO LinStatic -194,084 -21,504 341,118 0,0415
OBJETO PUENTE 2 42 62,09 Before C. POSTENSADO LinStatic -193,019 -22,947 450,749 0,0227
OBJETO PUENTE 2 43 62,09 After C. POSTENSADO LinStatic -192,226 -24,012 448,631 0,0226
OBJETO PUENTE 2 44 65,04 Before C. POSTENSADO LinStatic -191,269 -23,101 563,475 0,0228
OBJETO PUENTE 2 45 65,04 After C. POSTENSADO LinStatic -190,540 -19,978 561,126 0,0227
OBJETO PUENTE 2 46 68,00 Before C. POSTENSADO LinStatic -189,365 -15,978 658,940 0,0226
OBJETO PUENTE 2 47 68,00 After C. POSTENSADO LinStatic -188,347 -12,659 655,130 0,0627
OBJETO PUENTE 2 48 70,33 Before C. POSTENSADO LinStatic -187,381 -9,852 677,689 0,0626
OBJETO PUENTE 2 49 70,33 After C. POSTENSADO LinStatic -186,510 -7,162 674,290 0,0624
OBJETO PUENTE 2 50 72,67 Before C. POSTENSADO LinStatic -185,603 -4,498 684,307 0,0627
OBJETO PUENTE 2 51 72,67 After C. POSTENSADO LinStatic -184,654 -1,859 680,525 0,0626
OBJETO PUENTE 2 52 75,00 Before C. POSTENSADO LinStatic -183,734 0,753 678,133 0,0428
OBJETO PUENTE 2 53 75,00 After C. POSTENSADO LinStatic -155,834 -0,620 805,932 0,0429
TABLE: Bridge Object Forces
RESULTADOS PUENTE BOBO
41. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 2 51 72,67 After C. POSTENSADO LinStatic -184,654 -1,859 680,525 0,0626
OBJETO PUENTE 2 52 75,00 Before C. POSTENSADO LinStatic -183,734 0,753 678,133 0,0428
OBJETO PUENTE 2 53 75,00 After C. POSTENSADO LinStatic -155,834 -0,620 805,932 0,0429
OBJETO PUENTE 2 54 77,33 Before C. POSTENSADO LinStatic -155,267 0,090 804,276 0,0429
OBJETO PUENTE 2 55 77,33 After C. POSTENSADO LinStatic -154,749 0,798 802,202 0,0428
OBJETO PUENTE 2 56 79,67 Before C. POSTENSADO LinStatic -154,246 1,503 797,507 0,0427
OBJETO PUENTE 2 57 79,67 After C. POSTENSADO LinStatic -153,741 2,205 795,498 0,0807
OBJETO PUENTE 2 58 82,00 Before C. POSTENSADO LinStatic -153,223 2,930 787,452 0,0815
OBJETO PUENTE 2 59 82,00 After C. POSTENSADO LinStatic -152,607 3,776 785,023 0,0801
OBJETO PUENTE 2 60 84,96 Before C. POSTENSADO LinStatic -151,834 4,773 730,378 0,0807
OBJETO PUENTE 2 61 84,96 After C. POSTENSADO LinStatic -151,344 5,542 728,607 0,0815
OBJETO PUENTE 2 62 87,91 Before C. POSTENSADO LinStatic -150,467 6,620 669,990 0,0426
OBJETO PUENTE 2 63 87,91 After C. POSTENSADO LinStatic -149,987 7,257 668,418 0,0432
OBJETO PUENTE 2 64 90,87 Before C. POSTENSADO LinStatic -149,082 8,448 606,307 0,0427
OBJETO PUENTE 2 65 90,87 After C. POSTENSADO LinStatic -148,655 8,953 605,062 0,0426
OBJETO PUENTE 2 66 93,83 Before C. POSTENSADO LinStatic -147,683 10,254 539,486 0,0626
OBJETO PUENTE 2 67 93,83 After C. POSTENSADO LinStatic -147,324 10,734 538,575 0,0956
OBJETO PUENTE 2 68 96,78 Before C. POSTENSADO LinStatic -146,381 12,043 469,920 0,0968
OBJETO PUENTE 2 69 96,78 After C. POSTENSADO LinStatic -146,079 12,353 469,273 0,0949
OBJETO PUENTE 2 70 99,74 Before C. POSTENSADO LinStatic -145,438 12,185 400,493 0,0956
OBJETO PUENTE 2 71 99,74 After C. POSTENSADO LinStatic -145,224 11,973 400,120 0,0968
OBJETO PUENTE 2 72 102,70 Before C. POSTENSADO LinStatic -144,587 11,354 335,275 0,0625
OBJETO PUENTE 2 73 102,70 After C. POSTENSADO LinStatic -144,369 11,143 334,976 0,0625
OBJETO PUENTE 2 74 105,65 Before C. POSTENSADO LinStatic -143,734 10,529 274,535 0,0626
OBJETO PUENTE 2 75 105,65 After C. POSTENSADO LinStatic -143,510 10,320 274,310 0,0626
OBJETO PUENTE 2 76 108,61 Before C. POSTENSADO LinStatic -142,883 9,711 218,303 0,0624
OBJETO PUENTE 2 77 108,61 After C. POSTENSADO LinStatic -142,663 9,504 218,157 0,1068
OBJETO PUENTE 2 78 111,57 Before C. POSTENSADO LinStatic -142,006 8,898 166,579 0,1083
OBJETO PUENTE 2 79 111,57 After C. POSTENSADO LinStatic -141,772 8,692 166,496 0,1061
OBJETO PUENTE 2 80 114,52 Before C. POSTENSADO LinStatic -141,098 8,091 119,387 0,1068
OBJETO PUENTE 2 81 114,52 After C. POSTENSADO LinStatic -140,854 7,886 119,371 0,1083
OBJETO PUENTE 2 82 117,48 Before C. POSTENSADO LinStatic -140,170 7,303 76,736 0,0632
OBJETO PUENTE 2 83 117,48 After C. POSTENSADO LinStatic -139,899 7,085 76,790 0,0626
OBJETO PUENTE 2 84 120,43 Before C. POSTENSADO LinStatic -139,207 6,523 38,617 0,0624
OBJETO PUENTE 2 85 120,43 After C. POSTENSADO LinStatic -138,906 6,291 38,751 0,0805
OBJETO PUENTE 2 86 123,39 Before C. POSTENSADO LinStatic -138,193 5,747 5,019 0,0804
OBJETO PUENTE 2 87 123,39 After C. POSTENSADO LinStatic -137,823 5,501 5,263 0,1141
OBJETO PUENTE 2 88 126,35 Before C. POSTENSADO LinStatic -137,090 4,977 -24,062 0,1156
OBJETO PUENTE 2 89 126,35 After C. POSTENSADO LinStatic -136,720 4,718 -23,739 0,1134
OBJETO PUENTE 2 90 129,30 Before C. POSTENSADO LinStatic -135,977 4,215 -48,743 0,1141
OBJETO PUENTE 2 91 129,30 After C. POSTENSADO LinStatic -135,556 3,942 -48,311 0,1156
OBJETO PUENTE 2 92 132,26 Before C. POSTENSADO LinStatic -134,798 3,459 -69,053 0,0804
OBJETO PUENTE 2 93 132,26 After C. POSTENSADO LinStatic -134,342 3,174 -68,517 0,0805
OBJETO PUENTE 2 94 135,22 Before C. POSTENSADO LinStatic -133,595 2,711 -85,128 0,0804
OBJETO PUENTE 2 95 135,22 After C. POSTENSADO LinStatic -133,114 2,415 -84,503 0,0802
OBJETO PUENTE 2 96 138,17 Before C. POSTENSADO LinStatic -132,391 1,973 -97,111 0,0811
OBJETO PUENTE 2 97 138,17 After C. POSTENSADO LinStatic -131,892 1,665 -96,411 0,1176
OBJETO PUENTE 2 98 141,13 Before C. POSTENSADO LinStatic -131,210 1,243 -105,153 0,1191
OBJETO PUENTE 2 99 141,13 After C. POSTENSADO LinStatic -130,713 0,924 -104,419 0,117
OBJETO PUENTE 2 100 144,09 Before C. POSTENSADO LinStatic -130,087 0,522 -109,429 0,1176
OBJETO PUENTE 2 101 144,09 After C. POSTENSADO LinStatic -129,608 0,193 -108,694 0,1191
OBJETO PUENTE 2 102 147,04 Before C. POSTENSADO LinStatic -129,047 -0,191 -110,085 0,0804
OBJETO PUENTE 2 103 147,04 After C. POSTENSADO LinStatic -128,598 -0,530 -109,382 0,0802
OBJETO PUENTE 2 104 150,00 Before C. POSTENSADO LinStatic -128,103 -0,896 -107,239 0,0954
OBJETO PUENTE 2 105 150,00 After C. POSTENSADO LinStatic -127,691 -1,258 -106,588 0,0952
OBJETO PUENTE 2 106 152,96 Before C. POSTENSADO LinStatic -127,250 -1,620 -100,933 0,0952
OBJETO PUENTE 2 107 152,96 After C. POSTENSADO LinStatic -126,896 -1,953 -100,379 0,1177
42. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 2 108 155,91 Before C. POSTENSADO LinStatic -126,486 -2,327 -91,294 0,119
OBJETO PUENTE 2 109 155,91 After C. POSTENSADO LinStatic -126,176 -2,644 -90,819 0,1171
OBJETO PUENTE 2 110 158,87 Before C. POSTENSADO LinStatic -125,790 -3,028 -78,317 0,1177
OBJETO PUENTE 2 111 158,87 After C. POSTENSADO LinStatic -125,510 -3,330 -77,903 0,119
OBJETO PUENTE 2 112 161,83 Before C. POSTENSADO LinStatic -125,130 -3,726 -61,966 0,0954
OBJETO PUENTE 2 113 161,83 After C. POSTENSADO LinStatic -124,866 -4,012 -61,596 0,0952
OBJETO PUENTE 2 114 164,78 Before C. POSTENSADO LinStatic -124,475 -4,419 -42,202 0,095
OBJETO PUENTE 2 115 164,78 After C. POSTENSADO LinStatic -124,215 -4,690 -41,862 0,0959
OBJETO PUENTE 2 116 167,74 Before C. POSTENSADO LinStatic -123,795 -5,107 -18,993 0,0952
OBJETO PUENTE 2 117 167,74 After C. POSTENSADO LinStatic -123,532 -5,362 -18,683 0,1147
OBJETO PUENTE 2 118 170,70 Before C. POSTENSADO LinStatic -123,066 -5,790 7,670 0,1158
OBJETO PUENTE 2 119 170,70 After C. POSTENSADO LinStatic -122,792 -6,029 7,954 0,1143
OBJETO PUENTE 2 120 173,65 Before C. POSTENSADO LinStatic -122,272 -6,465 37,768 0,1147
OBJETO PUENTE 2 121 173,65 After C. POSTENSADO LinStatic -121,989 -6,688 38,020 0,1158
OBJETO PUENTE 2 122 176,61 Before C. POSTENSADO LinStatic -121,412 -7,133 71,272 0,095
OBJETO PUENTE 2 123 176,61 After C. POSTENSADO LinStatic -121,131 -7,340 71,463 0,1066
OBJETO PUENTE 2 124 179,57 Before C. POSTENSADO LinStatic -120,489 -7,792 108,104 0,1063
OBJETO PUENTE 2 125 179,57 After C. POSTENSADO LinStatic -120,204 -7,984 108,236 0,1063
OBJETO PUENTE 2 126 182,52 Before C. POSTENSADO LinStatic -119,520 -8,444 148,194 0,1066
OBJETO PUENTE 2 127 182,52 After C. POSTENSADO LinStatic -119,244 -8,620 148,255 0,1093
OBJETO PUENTE 2 128 185,48 Before C. POSTENSADO LinStatic -118,502 -9,086 191,466 0,1102
OBJETO PUENTE 2 129 185,48 After C. POSTENSADO LinStatic -118,233 -9,248 191,454 0,1089
OBJETO PUENTE 2 130 188,43 Before C. POSTENSADO LinStatic -117,447 -9,720 237,834 0,1093
OBJETO PUENTE 2 131 188,43 After C. POSTENSADO LinStatic -117,175 -9,880 237,744 0,1102
OBJETO PUENTE 2 132 191,39 Before C. POSTENSADO LinStatic -116,373 -10,345 287,216 0,1063
OBJETO PUENTE 2 133 191,39 After C. POSTENSADO LinStatic -116,079 -10,502 287,026 0,1062
OBJETO PUENTE 2 134 194,35 Before C. POSTENSADO LinStatic -115,243 -10,959 339,486 0,1069
OBJETO PUENTE 2 135 194,35 After C. POSTENSADO LinStatic -114,968 -11,116 339,216 0,1063
OBJETO PUENTE 2 136 197,30 Before C. POSTENSADO LinStatic -114,151 -11,568 394,635 0,1062
OBJETO PUENTE 2 137 197,30 After C. POSTENSADO LinStatic -113,873 -11,723 394,259 0,1019
OBJETO PUENTE 2 138 200,26 Before C. POSTENSADO LinStatic -113,070 -12,170 452,568 0,1026
OBJETO PUENTE 2 139 200,26 After C. POSTENSADO LinStatic -112,782 -12,322 452,062 0,1016
OBJETO PUENTE 2 140 203,22 Before C. POSTENSADO LinStatic -111,975 -12,382 512,776 0,1019
OBJETO PUENTE 2 141 203,22 After C. POSTENSADO LinStatic -111,681 -12,090 512,144 0,1026
OBJETO PUENTE 2 142 206,17 Before C. POSTENSADO LinStatic -110,820 -10,900 571,023 0,1139
OBJETO PUENTE 2 143 206,17 After C. POSTENSADO LinStatic -110,495 -10,470 570,188 0,1137
OBJETO PUENTE 2 144 209,13 Before C. POSTENSADO LinStatic -109,626 -9,311 625,262 0,1137
OBJETO PUENTE 2 145 209,13 After C. POSTENSADO LinStatic -109,325 -8,872 624,365 0,1139
OBJETO PUENTE 2 146 212,09 Before C. POSTENSADO LinStatic -108,588 -7,838 676,120 0,1136
OBJETO PUENTE 2 147 212,09 After C. POSTENSADO LinStatic -108,178 -7,297 674,745 0,0931
OBJETO PUENTE 2 148 215,04 Before C. POSTENSADO LinStatic -107,492 -6,380 722,984 0,0937
OBJETO PUENTE 2 149 215,04 After C. POSTENSADO LinStatic -107,024 -5,742 721,237 0,0929
OBJETO PUENTE 2 150 218,00 Before C. POSTENSADO LinStatic -106,394 -4,919 765,996 0,0931
OBJETO PUENTE 2 151 218,00 After C. POSTENSADO LinStatic -105,885 -4,231 763,911 0,0937
OBJETO PUENTE 2 152 220,33 Before C. POSTENSADO LinStatic -105,439 -3,649 771,264 0,1135
OBJETO PUENTE 2 153 220,33 After C. POSTENSADO LinStatic -105,015 -3,090 769,512 0,1141
OBJETO PUENTE 2 154 222,67 Before C. POSTENSADO LinStatic -104,595 -2,533 774,325 0,1136
OBJETO PUENTE 2 155 222,67 After C. POSTENSADO LinStatic -104,160 -1,979 772,518 0,1135
OBJETO PUENTE 2 156 225,00 Before C. POSTENSADO LinStatic -103,687 -1,428 774,520 0,1174
OBJETO PUENTE 2 157 225,00 After C. POSTENSADO LinStatic -172,777 -2,390 417,880 0,0834
OBJETO PUENTE 2 158 227,33 Before C. POSTENSADO LinStatic -172,102 -0,426 418,461 0,0838
OBJETO PUENTE 2 159 227,33 After C. POSTENSADO LinStatic -171,302 1,525 415,271 0,0833
OBJETO PUENTE 2 160 229,67 Before C. POSTENSADO LinStatic -170,367 3,458 405,764 0,0834
43. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 2 161 229,67 After C. POSTENSADO LinStatic -169,385 5,375 401,933 0,0838
OBJETO PUENTE 2 162 232,00 Before C. POSTENSADO LinStatic -168,553 7,347 383,899 0,1172
OBJETO PUENTE 2 163 232,00 After C. POSTENSADO LinStatic -167,389 9,619 379,512 0,1172
OBJETO PUENTE 2 164 234,96 Before C. POSTENSADO LinStatic -165,944 12,285 299,245 0,1174
OBJETO PUENTE 2 165 234,96 After C. POSTENSADO LinStatic -164,918 14,343 295,906 0,1171
OBJETO PUENTE 2 166 237,91 Before C. POSTENSADO LinStatic -164,078 14,816 209,164 0,117
OBJETO PUENTE 2 167 237,91 After C. POSTENSADO LinStatic -163,679 13,968 208,104 0,0733
OBJETO PUENTE 2 168 240,87 Before C. POSTENSADO LinStatic -163,095 12,832 127,861 0,0735
OBJETO PUENTE 2 169 240,87 After C. POSTENSADO LinStatic -162,660 11,952 126,943 0,0731
OBJETO PUENTE 2 170 243,83 Before C. POSTENSADO LinStatic -162,068 10,871 54,515 0,0733
OBJETO PUENTE 2 171 243,83 After C. POSTENSADO LinStatic -161,570 9,957 53,717 0,0735
OBJETO PUENTE 2 172 246,78 Before C. POSTENSADO LinStatic -160,984 8,933 -10,884 0,1176
OBJETO PUENTE 2 173 246,78 After C. POSTENSADO LinStatic -160,446 7,988 -11,498 0,1171
OBJETO PUENTE 2 174 249,74 Before C. POSTENSADO LinStatic -159,860 7,012 -68,299 0,117
OBJETO PUENTE 2 175 249,74 After C. POSTENSADO LinStatic -159,242 6,052 -68,747 0,1175
OBJETO PUENTE 2 176 252,70 Before C. POSTENSADO LinStatic -158,617 5,081 -117,758 0,1173
OBJETO PUENTE 2 177 252,70 After C. POSTENSADO LinStatic -158,048 4,183 -117,957 0,0629
OBJETO PUENTE 2 178 255,65 Before C. POSTENSADO LinStatic -157,364 3,186 -159,247 0,063
OBJETO PUENTE 2 179 255,65 After C. POSTENSADO LinStatic -156,783 2,339 -159,259 0,0629
OBJETO PUENTE 2 180 258,61 Before C. POSTENSADO LinStatic -156,058 1,320 -192,838 0,0048
OBJETO PUENTE 2 181 258,61 After C. POSTENSADO LinStatic -155,375 0,524 -192,658 0,0026
OBJETO PUENTE 2 182 261,57 Before C. POSTENSADO LinStatic -154,593 -0,516 -218,544 0,0629
OBJETO PUENTE 2 183 261,57 After C. POSTENSADO LinStatic -154,013 -1,254 -218,253 0,063
OBJETO PUENTE 2 184 264,52 Before C. POSTENSADO LinStatic -153,149 -2,315 -236,522 0,1173
OBJETO PUENTE 2 185 264,52 After C. POSTENSADO LinStatic -152,569 -2,998 -236,119 0,1175
OBJETO PUENTE 2 186 267,48 Before C. POSTENSADO LinStatic -151,643 -4,170 -246,759 0,1172
OBJETO PUENTE 2 187 267,48 After C. POSTENSADO LinStatic -151,041 -4,888 -246,254 0,1171
OBJETO PUENTE 2 188 270,43 Before C. POSTENSADO LinStatic -150,176 -5,924 -249,163 0,1175
OBJETO PUENTE 2 189 270,43 After C. POSTENSADO LinStatic -149,483 -6,753 -248,514 0,0528
OBJETO PUENTE 2 190 273,39 Before C. POSTENSADO LinStatic -148,697 -7,735 -243,840 0,0528
OBJETO PUENTE 2 191 273,39 After C. POSTENSADO LinStatic -147,985 -8,498 -243,140 -0,006
OBJETO PUENTE 2 192 276,35 Before C. POSTENSADO LinStatic -147,140 -9,549 -230,974 0,0055
OBJETO PUENTE 2 193 276,35 After C. POSTENSADO LinStatic -146,642 -10,180 -230,486 0,0528
OBJETO PUENTE 2 194 279,30 Before C. POSTENSADO LinStatic -145,734 -11,337 -211,042 -0,0041
OBJETO PUENTE 2 195 279,30 After C. POSTENSADO LinStatic -145,344 -11,835 -210,680 0,0063
OBJETO PUENTE 2 196 282,26 Before C. POSTENSADO LinStatic -144,420 -13,101 -184,192 0,0528
OBJETO PUENTE 2 197 282,26 After C. POSTENSADO LinStatic -144,079 -13,570 -183,907 0,0528
OBJETO PUENTE 2 198 285,22 Before C. POSTENSADO LinStatic -143,184 -14,842 -150,588 0,1172
OBJETO PUENTE 2 199 285,22 After C. POSTENSADO LinStatic -142,861 -15,301 -150,370 0,1171
OBJETO PUENTE 2 200 288,17 Before C. POSTENSADO LinStatic -141,987 -16,558 -110,392 0,1146
OBJETO PUENTE 2 201 288,17 After C. POSTENSADO LinStatic -141,657 -17,011 -110,235 0,1144
OBJETO PUENTE 2 202 291,13 Before C. POSTENSADO LinStatic -140,727 -18,243 -63,752 0,1144
OBJETO PUENTE 2 203 291,13 After C. POSTENSADO LinStatic -140,337 -18,682 -63,665 0,0431
OBJETO PUENTE 2 204 294,09 Before C. POSTENSADO LinStatic -139,283 -19,776 -10,930 0,0429
OBJETO PUENTE 2 205 294,09 After C. POSTENSADO LinStatic -138,684 -20,285 -10,977 0,0077
OBJETO PUENTE 2 206 297,04 Before C. POSTENSADO LinStatic -137,277 -21,187 47,521 -0,0041
OBJETO PUENTE 2 207 297,04 After C. POSTENSADO LinStatic -135,362 -21,630 46,707 0,0431
OBJETO PUENTE 2 208 300,00 Before C. POSTENSADO LinStatic -129,197 -21,705 106,190 0,0063
44. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType P V2 M3 U3
Text Unitless m Text Text Text Tonf Tonf Tonf-m m
OBJETO PUENTE 1 1 0,00 After C. POSTENSADO LinStatic -154,407 29,740 247,907 -0,006
OBJETO PUENTE 1 2 2,96 Before C. POSTENSADO LinStatic -164,143 29,677 167,014 0,0431
OBJETO PUENTE 1 3 2,96 After C. POSTENSADO LinStatic -166,895 28,981 168,183 0,0429
OBJETO PUENTE 1 4 5,91 Before C. POSTENSADO LinStatic -169,037 27,612 88,066 0,1146
OBJETO PUENTE 1 5 5,91 After C. POSTENSADO LinStatic -169,917 26,835 88,134 0,1142
OBJETO PUENTE 1 6 8,87 Before C. POSTENSADO LinStatic -171,449 25,165 16,308 0,1141
OBJETO PUENTE 1 7 8,87 After C. POSTENSADO LinStatic -172,006 24,495 16,184 0,1145
OBJETO PUENTE 1 8 11,83 Before C. POSTENSADO LinStatic -173,328 22,614 -46,588 0,1142
OBJETO PUENTE 1 9 11,83 After C. POSTENSADO LinStatic -173,785 21,924 -46,805 0,0339
OBJETO PUENTE 1 10 14,78 Before C. POSTENSADO LinStatic -174,975 20,005 -100,128 0,0335
OBJETO PUENTE 1 11 14,78 After C. POSTENSADO LinStatic -175,404 19,303 -100,418 0,0055
OBJETO PUENTE 1 12 17,74 Before C. POSTENSADO LinStatic -176,574 17,361 -144,059 0,0048
OBJETO PUENTE 1 13 17,74 After C. POSTENSADO LinStatic -177,013 16,646 -144,426 0,034
OBJETO PUENTE 1 14 20,70 Before C. POSTENSADO LinStatic -178,189 14,716 -178,156 0,0026
OBJETO PUENTE 1 15 20,70 After C. POSTENSADO LinStatic -178,679 13,957 -178,611 0,0006636
OBJETO PUENTE 1 16 23,65 Before C. POSTENSADO LinStatic -179,813 12,196 -202,162 0,0339
OBJETO PUENTE 1 17 23,65 After C. POSTENSADO LinStatic -180,436 11,238 -202,774 0,0335
OBJETO PUENTE 1 18 26,61 Before C. POSTENSADO LinStatic -181,474 9,643 -215,861 0,1141
OBJETO PUENTE 1 19 26,61 After C. POSTENSADO LinStatic -182,331 8,487 -216,704 0,1091
OBJETO PUENTE 1 20 29,57 Before C. POSTENSADO LinStatic -183,315 7,003 -219,089 0,109
OBJETO PUENTE 1 21 29,57 After C. POSTENSADO LinStatic -184,156 5,753 -219,878 0,109
OBJETO PUENTE 1 22 32,52 Before C. POSTENSADO LinStatic -185,211 4,192 -211,400 0,1091
OBJETO PUENTE 1 23 32,52 After C. POSTENSADO LinStatic -185,930 3,112 -212,005 0,0255
OBJETO PUENTE 1 24 35,48 Before C. POSTENSADO LinStatic -187,060 1,354 -192,526 0,0247
OBJETO PUENTE 1 25 35,48 After C. POSTENSADO LinStatic -187,793 0,331 -193,036 -0,0023
OBJETO PUENTE 1 26 38,43 Before C. POSTENSADO LinStatic -188,909 -1,256 -162,800 0,0049
OBJETO PUENTE 1 27 38,43 After C. POSTENSADO LinStatic -189,658 -2,359 -163,177 0,0258
OBJETO PUENTE 1 28 41,39 Before C. POSTENSADO LinStatic -190,677 -3,911 -122,162 0,0049
OBJETO PUENTE 1 29 41,39 After C. POSTENSADO LinStatic -191,510 -5,096 -122,382 -0,0032
OBJETO PUENTE 1 30 44,35 Before C. POSTENSADO LinStatic -192,456 -6,613 -70,489 0,0255
OBJETO PUENTE 1 31 44,35 After C. POSTENSADO LinStatic -193,205 -7,873 -70,474 0,0247
OBJETO PUENTE 1 32 47,30 Before C. POSTENSADO LinStatic -194,087 -9,355 -7,664 0,1088
OBJETO PUENTE 1 33 47,30 After C. POSTENSADO LinStatic -194,820 -10,688 -7,408 0,1087
OBJETO PUENTE 1 34 50,26 Before C. POSTENSADO LinStatic -195,638 -12,130 66,347 0,109
OBJETO PUENTE 1 35 50,26 After C. POSTENSADO LinStatic -196,383 -13,549 66,885 0,1088
OBJETO PUENTE 1 36 53,22 Before C. POSTENSADO LinStatic -197,139 -14,993 151,651 0,1087
OBJETO PUENTE 1 37 53,22 After C. POSTENSADO LinStatic -197,719 -16,384 152,312 0,0177
OBJETO PUENTE 1 38 56,17 Before C. POSTENSADO LinStatic -197,538 -17,818 246,567 0,0163
OBJETO PUENTE 1 39 56,17 After C. POSTENSADO LinStatic -196,699 -19,029 245,213 0,005
OBJETO PUENTE 1 40 59,13 Before C. POSTENSADO LinStatic -195,701 -20,441 347,117 -0,0023
OBJETO PUENTE 1 41 59,13 After C. POSTENSADO LinStatic -194,803 -21,568 345,213 0,0184
OBJETO PUENTE 1 42 62,09 Before C. POSTENSADO LinStatic -193,740 -23,011 455,210 0,0049
OBJETO PUENTE 1 43 62,09 After C. POSTENSADO LinStatic -192,947 -24,076 453,092 0,0006636
OBJETO PUENTE 1 44 65,04 Before C. POSTENSADO LinStatic -191,989 -23,165 568,303 0,0177
OBJETO PUENTE 1 45 65,04 After C. POSTENSADO LinStatic -191,259 -20,042 565,950 0,0163
OBJETO PUENTE 1 46 68,00 Before C. POSTENSADO LinStatic -190,084 -16,042 664,140 0,1018
OBJETO PUENTE 1 47 68,00 After C. POSTENSADO LinStatic -189,066 -12,723 660,329 0,1017
OBJETO PUENTE 1 48 70,33 Before C. POSTENSADO LinStatic -188,101 -9,916 683,043 0,1017
OBJETO PUENTE 1 49 70,33 After C. POSTENSADO LinStatic -187,230 -7,227 679,643 0,1018
OBJETO PUENTE 1 50 72,67 Before C. POSTENSADO LinStatic -186,322 -4,563 689,811 0,1014
OBJETO PUENTE 1 51 72,67 After C. POSTENSADO LinStatic -185,374 -1,924 686,032 0,0109
OBJETO PUENTE 1 52 75,00 Before C. POSTENSADO LinStatic -184,455 0,687 683,794 0,0083
OBJETO PUENTE 1 53 75,00 After C. POSTENSADO LinStatic -158,832 -0,831 800,484 0,0049
TABLE: Bridge Object Forces
RESULTADOS PUENTE BOBO
45. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 1 54 77,33 Before C. POSTENSADO LinStatic -158,265 -0,120 799,322 0,0223
OBJETO PUENTE 1 55 77,33 After C. POSTENSADO LinStatic -157,748 0,587 797,251 0,0119
OBJETO PUENTE 1 56 79,67 Before C. POSTENSADO LinStatic -157,245 1,292 793,049 0,0201
OBJETO PUENTE 1 57 79,67 After C. POSTENSADO LinStatic -156,741 1,995 791,040 0,0227
OBJETO PUENTE 1 58 82,00 Before C. POSTENSADO LinStatic -156,222 2,719 783,486 0,0109
OBJETO PUENTE 1 59 82,00 After C. POSTENSADO LinStatic -155,606 3,565 781,056 0,0083
OBJETO PUENTE 1 60 84,96 Before C. POSTENSADO LinStatic -154,831 4,562 726,256 0,1013
OBJETO PUENTE 1 61 84,96 After C. POSTENSADO LinStatic -154,346 5,331 724,500 0,1016
OBJETO PUENTE 1 62 87,91 Before C. POSTENSADO LinStatic -153,464 6,409 665,747 0,1014
OBJETO PUENTE 1 63 87,91 After C. POSTENSADO LinStatic -152,982 7,046 664,169 0,1013
OBJETO PUENTE 1 64 90,87 Before C. POSTENSADO LinStatic -152,075 8,237 601,953 0,0931
OBJETO PUENTE 1 65 90,87 After C. POSTENSADO LinStatic -151,655 8,742 600,730 0,006
OBJETO PUENTE 1 66 93,83 Before C. POSTENSADO LinStatic -150,683 10,043 535,079 0,0025
OBJETO PUENTE 1 67 93,83 After C. POSTENSADO LinStatic -150,323 10,523 534,167 0,023
OBJETO PUENTE 1 68 96,78 Before C. POSTENSADO LinStatic -149,379 11,832 465,466 0,0233
OBJETO PUENTE 1 69 96,78 After C. POSTENSADO LinStatic -149,077 12,142 464,819 0,0075
OBJETO PUENTE 1 70 99,74 Before C. POSTENSADO LinStatic -148,422 11,973 395,999 0,023
OBJETO PUENTE 1 71 99,74 After C. POSTENSADO LinStatic -148,209 11,761 395,628 0,0227
OBJETO PUENTE 1 72 102,70 Before C. POSTENSADO LinStatic -147,582 11,143 330,820 0,006
OBJETO PUENTE 1 73 102,70 After C. POSTENSADO LinStatic -147,363 10,932 330,519 0,0025
OBJETO PUENTE 1 74 105,65 Before C. POSTENSADO LinStatic -146,726 10,318 270,126 0,093
OBJETO PUENTE 1 75 105,65 After C. POSTENSADO LinStatic -146,502 10,109 269,901 0,093
OBJETO PUENTE 1 76 108,61 Before C. POSTENSADO LinStatic -145,864 9,499 213,972 0,0931
OBJETO PUENTE 1 77 108,61 After C. POSTENSADO LinStatic -145,646 9,292 213,827 0,0927
OBJETO PUENTE 1 78 111,57 Before C. POSTENSADO LinStatic -144,992 8,687 162,374 0,0926
OBJETO PUENTE 1 79 111,57 After C. POSTENSADO LinStatic -144,756 8,480 162,290 0,0019
OBJETO PUENTE 1 80 114,52 Before C. POSTENSADO LinStatic -144,078 7,879 115,340 -0,0021
OBJETO PUENTE 1 81 114,52 After C. POSTENSADO LinStatic -143,833 7,674 115,324 0,0223
OBJETO PUENTE 1 82 117,48 Before C. POSTENSADO LinStatic -143,146 7,092 72,889 0,0201
OBJETO PUENTE 1 83 117,48 After C. POSTENSADO LinStatic -142,874 6,874 72,943 0,0035
OBJETO PUENTE 1 84 120,43 Before C. POSTENSADO LinStatic -142,179 6,311 35,010 0,0225
OBJETO PUENTE 1 85 120,43 After C. POSTENSADO LinStatic -141,876 6,079 35,144 0,0225
OBJETO PUENTE 1 86 123,39 Before C. POSTENSADO LinStatic -141,159 5,535 1,693 0,0019
OBJETO PUENTE 1 87 123,39 After C. POSTENSADO LinStatic -140,789 5,289 1,937 -0,0021
OBJETO PUENTE 1 88 126,35 Before C. POSTENSADO LinStatic -140,053 4,765 -27,070 0,0928
OBJETO PUENTE 1 89 126,35 After C. POSTENSADO LinStatic -139,682 4,506 -26,745 0,0927
OBJETO PUENTE 1 90 129,30 Before C. POSTENSADO LinStatic -138,936 4,003 -51,390 0,0926
OBJETO PUENTE 1 91 129,30 After C. POSTENSADO LinStatic -138,515 3,730 -50,958 0,0834
OBJETO PUENTE 1 92 132,26 Before C. POSTENSADO LinStatic -137,756 3,247 -71,303 0,0833
OBJETO PUENTE 1 93 132,26 After C. POSTENSADO LinStatic -137,299 2,962 -70,767 -0,0011
OBJETO PUENTE 1 94 135,22 Before C. POSTENSADO LinStatic -136,551 2,500 -86,946 -0,0049
OBJETO PUENTE 1 95 135,22 After C. POSTENSADO LinStatic -136,070 2,203 -86,321 0,0227
OBJETO PUENTE 1 96 138,17 Before C. POSTENSADO LinStatic -135,348 1,761 -98,462 0,0225
OBJETO PUENTE 1 97 138,17 After C. POSTENSADO LinStatic -134,850 1,453 -97,764 -0,0001428
OBJETO PUENTE 1 98 141,13 Before C. POSTENSADO LinStatic -134,170 1,031 -106,006 0,0225
OBJETO PUENTE 1 99 141,13 After C. POSTENSADO LinStatic -133,675 0,713 -105,274 0,0426
OBJETO PUENTE 1 100 144,09 Before C. POSTENSADO LinStatic -133,052 0,311 -109,751 -0,0011
OBJETO PUENTE 1 101 144,09 After C. POSTENSADO LinStatic -132,576 -0,018 -109,020 -0,0049
OBJETO PUENTE 1 102 147,04 Before C. POSTENSADO LinStatic -132,018 -0,402 -109,845 0,0833
OBJETO PUENTE 1 103 147,04 After C. POSTENSADO LinStatic -131,573 -0,740 -109,148 0,0834
OBJETO PUENTE 1 104 150,00 Before C. POSTENSADO LinStatic -131,081 -1,106 -106,405 0,083
OBJETO PUENTE 1 105 150,00 After C. POSTENSADO LinStatic -130,673 -1,468 -105,760 0,0829
OBJETO PUENTE 1 106 152,96 Before C. POSTENSADO LinStatic -130,235 -1,831 -99,439 0,0831
OBJETO PUENTE 1 107 152,96 After C. POSTENSADO LinStatic -129,888 -2,164 -98,895 -0,0033
46. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 1 108 155,91 Before C. POSTENSADO LinStatic -129,485 -2,537 -89,056 -0,0065
OBJETO PUENTE 1 109 155,91 After C. POSTENSADO LinStatic -129,182 -2,855 -88,592 0,0414
OBJETO PUENTE 1 110 158,87 Before C. POSTENSADO LinStatic -128,804 -3,239 -75,239 0,0427
OBJETO PUENTE 1 111 158,87 After C. POSTENSADO LinStatic -128,531 -3,541 -74,837 -0,0025
OBJETO PUENTE 1 112 161,83 Before C. POSTENSADO LinStatic -128,161 -3,937 -57,955 0,0428
OBJETO PUENTE 1 113 161,83 After C. POSTENSADO LinStatic -127,905 -4,224 -57,598 0,0427
OBJETO PUENTE 1 114 164,78 Before C. POSTENSADO LinStatic -127,522 -4,631 -37,162 -0,0033
OBJETO PUENTE 1 115 164,78 After C. POSTENSADO LinStatic -127,264 -4,902 -36,828 -0,0065
OBJETO PUENTE 1 116 167,74 Before C. POSTENSADO LinStatic -126,847 -5,319 -12,824 0,083
OBJETO PUENTE 1 117 167,74 After C. POSTENSADO LinStatic -126,588 -5,574 -12,521 0,0829
OBJETO PUENTE 1 118 170,70 Before C. POSTENSADO LinStatic -126,129 -6,002 15,039 0,0732
OBJETO PUENTE 1 119 170,70 After C. POSTENSADO LinStatic -125,861 -6,241 15,314 0,0732
OBJETO PUENTE 1 120 173,65 Before C. POSTENSADO LinStatic -125,349 -6,678 46,398 0,0732
OBJETO PUENTE 1 121 173,65 After C. POSTENSADO LinStatic -125,071 -6,901 46,640 -0,0052
OBJETO PUENTE 1 122 176,61 Before C. POSTENSADO LinStatic -124,499 -7,347 81,203 -0,0078
OBJETO PUENTE 1 123 176,61 After C. POSTENSADO LinStatic -124,213 -7,553 81,392 0,0428
OBJETO PUENTE 1 124 179,57 Before C. POSTENSADO LinStatic -123,580 -8,006 119,348 0,0427
OBJETO PUENTE 1 125 179,57 After C. POSTENSADO LinStatic -123,300 -8,198 119,471 -0,0044
OBJETO PUENTE 1 126 182,52 Before C. POSTENSADO LinStatic -122,625 -8,658 160,715 0,0426
OBJETO PUENTE 1 127 182,52 After C. POSTENSADO LinStatic -122,352 -8,835 160,770 0,0414
OBJETO PUENTE 1 128 185,48 Before C. POSTENSADO LinStatic -121,621 -9,302 205,194 -0,0052
OBJETO PUENTE 1 129 185,48 After C. POSTENSADO LinStatic -121,356 -9,465 205,176 -0,0078
OBJETO PUENTE 1 130 188,43 Before C. POSTENSADO LinStatic -120,586 -9,937 252,651 0,0732
OBJETO PUENTE 1 131 188,43 After C. POSTENSADO LinStatic -120,320 -10,098 252,557 0,0728
OBJETO PUENTE 1 132 191,39 Before C. POSTENSADO LinStatic -119,532 -10,564 302,954 0,0727
OBJETO PUENTE 1 133 191,39 After C. POSTENSADO LinStatic -119,243 -10,721 302,761 0,0728
OBJETO PUENTE 1 134 194,35 Before C. POSTENSADO LinStatic -118,445 -11,181 355,950 0,0728
OBJETO PUENTE 1 135 194,35 After C. POSTENSADO LinStatic -118,179 -11,338 355,683 -0,0065
OBJETO PUENTE 1 136 197,30 Before C. POSTENSADO LinStatic -117,393 -11,793 411,566 -0,0086
OBJETO PUENTE 1 137 197,30 After C. POSTENSADO LinStatic -117,125 -11,948 411,197 0,0426
OBJETO PUENTE 1 138 200,26 Before C. POSTENSADO LinStatic -116,341 -12,398 469,647 0,0425
OBJETO PUENTE 1 139 200,26 After C. POSTENSADO LinStatic -116,070 -12,551 469,173 -0,0058
OBJETO PUENTE 1 140 203,22 Before C. POSTENSADO LinStatic -115,321 -12,613 529,753 0,0431
OBJETO PUENTE 1 141 203,22 After C. POSTENSADO LinStatic -115,038 -12,320 529,149 0,0426
OBJETO PUENTE 1 142 206,17 Before C. POSTENSADO LinStatic -114,212 -11,130 587,475 -0,0065
OBJETO PUENTE 1 143 206,17 After C. POSTENSADO LinStatic -113,899 -10,699 586,685 -0,0086
OBJETO PUENTE 1 144 209,13 Before C. POSTENSADO LinStatic -113,081 -9,543 640,842 0,0727
OBJETO PUENTE 1 145 209,13 After C. POSTENSADO LinStatic -112,799 -9,100 640,024 0,0629
OBJETO PUENTE 1 146 212,09 Before C. POSTENSADO LinStatic -112,080 -8,067 690,329 0,0629
OBJETO PUENTE 1 147 212,09 After C. POSTENSADO LinStatic -111,696 -7,522 689,075 0,0629
OBJETO PUENTE 1 148 215,04 Before C. POSTENSADO LinStatic -111,116 -6,610 735,741 0,0629
OBJETO PUENTE 1 149 215,04 After C. POSTENSADO LinStatic -110,589 -5,967 733,836 -0,0072
OBJETO PUENTE 1 150 218,00 Before C. POSTENSADO LinStatic -110,008 -5,143 776,386 -0,0088
OBJETO PUENTE 1 151 218,00 After C. POSTENSADO LinStatic -109,522 -4,453 774,469 0,0425
OBJETO PUENTE 1 152 220,33 Before C. POSTENSADO LinStatic -109,083 -3,869 782,440 0,0626
OBJETO PUENTE 1 153 220,33 After C. POSTENSADO LinStatic -108,671 -3,308 780,798 -0,0065
OBJETO PUENTE 1 154 222,67 Before C. POSTENSADO LinStatic -108,262 -2,749 786,232 0,0626
OBJETO PUENTE 1 155 222,67 After C. POSTENSADO LinStatic -107,839 -2,193 784,535 0,0626
OBJETO PUENTE 1 156 225,00 Before C. POSTENSADO LinStatic -107,368 -1,640 787,119 -0,0072
OBJETO PUENTE 1 157 225,00 After C. POSTENSADO LinStatic -173,000 -1,845 459,622 -0,0088
OBJETO PUENTE 1 158 227,33 Before C. POSTENSADO LinStatic -172,188 0,120 458,381 0,0625
OBJETO PUENTE 1 159 227,33 After C. POSTENSADO LinStatic -171,324 2,070 454,936 0,0624
OBJETO PUENTE 1 160 229,67 Before C. POSTENSADO LinStatic -170,389 4,004 444,158 0,0625
47. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 1 161 229,67 After C. POSTENSADO LinStatic -169,421 5,922 440,379 0,0625
OBJETO PUENTE 1 162 232,00 Before C. POSTENSADO LinStatic -168,495 7,888 420,717 0,0624
OBJETO PUENTE 1 163 232,00 After C. POSTENSADO LinStatic -167,328 10,159 416,319 -0,0066
OBJETO PUENTE 1 164 234,96 Before C. POSTENSADO LinStatic -165,885 12,824 334,477 -0,0078
OBJETO PUENTE 1 165 234,96 After C. POSTENSADO LinStatic -164,862 14,881 331,150 0,0625
OBJETO PUENTE 1 166 237,91 Before C. POSTENSADO LinStatic -164,025 15,355 242,839 0,0623
OBJETO PUENTE 1 167 237,91 After C. POSTENSADO LinStatic -163,629 14,507 241,785 -0,0061
OBJETO PUENTE 1 168 240,87 Before C. POSTENSADO LinStatic -163,046 13,372 159,962 0,0625
OBJETO PUENTE 1 169 240,87 After C. POSTENSADO LinStatic -162,620 12,493 159,063 0,0626
OBJETO PUENTE 1 170 243,83 Before C. POSTENSADO LinStatic -162,031 11,412 85,049 -0,0066
OBJETO PUENTE 1 171 243,83 After C. POSTENSADO LinStatic -161,537 10,499 84,257 -0,0078
OBJETO PUENTE 1 172 246,78 Before C. POSTENSADO LinStatic -160,952 9,476 18,065 0,0528
OBJETO PUENTE 1 173 246,78 After C. POSTENSADO LinStatic -160,417 8,530 17,453 0,0528
OBJETO PUENTE 1 174 249,74 Before C. POSTENSADO LinStatic -159,832 7,555 -40,945 0,0528
OBJETO PUENTE 1 175 249,74 After C. POSTENSADO LinStatic -159,236 6,597 -41,377 0,0528
OBJETO PUENTE 1 176 252,70 Before C. POSTENSADO LinStatic -158,607 5,625 -91,998 0,0523
OBJETO PUENTE 1 177 252,70 After C. POSTENSADO LinStatic -158,041 4,727 -92,196 -0,0049
OBJETO PUENTE 1 178 255,65 Before C. POSTENSADO LinStatic -157,362 3,730 -135,094 -0,0058
OBJETO PUENTE 1 179 255,65 After C. POSTENSADO LinStatic -156,784 2,884 -135,106 0,0626
OBJETO PUENTE 1 180 258,61 Before C. POSTENSADO LinStatic -156,057 1,865 -170,295 0,0626
OBJETO PUENTE 1 181 258,61 After C. POSTENSADO LinStatic -155,399 1,069 -170,121 -0,0045
OBJETO PUENTE 1 182 261,57 Before C. POSTENSADO LinStatic -154,617 0,030 -197,623 0,0625
OBJETO PUENTE 1 183 261,57 After C. POSTENSADO LinStatic -154,040 -0,709 -197,333 0,0623
OBJETO PUENTE 1 184 264,52 Before C. POSTENSADO LinStatic -153,183 -1,770 -217,223 -0,0049
OBJETO PUENTE 1 185 264,52 After C. POSTENSADO LinStatic -152,607 -2,453 -216,822 -0,0058
OBJETO PUENTE 1 186 267,48 Before C. POSTENSADO LinStatic -151,687 -3,625 -229,084 0,0523
OBJETO PUENTE 1 187 267,48 After C. POSTENSADO LinStatic -151,089 -4,344 -228,581 0,0524
OBJETO PUENTE 1 188 270,43 Before C. POSTENSADO LinStatic -150,228 -5,381 -233,110 0,0523
OBJETO PUENTE 1 189 270,43 After C. POSTENSADO LinStatic -149,542 -6,209 -232,467 0,0523
OBJETO PUENTE 1 190 273,39 Before C. POSTENSADO LinStatic -148,749 -7,192 -229,399 0,0431
OBJETO PUENTE 1 191 273,39 After C. POSTENSADO LinStatic -148,040 -7,955 -228,702 -0,0018
OBJETO PUENTE 1 192 276,35 Before C. POSTENSADO LinStatic -147,204 -9,007 -218,155 -0,0026
OBJETO PUENTE 1 193 276,35 After C. POSTENSADO LinStatic -146,702 -9,638 -217,663 0,0632
OBJETO PUENTE 1 194 279,30 Before C. POSTENSADO LinStatic -145,792 -10,795 -199,824 0,0625
OBJETO PUENTE 1 195 279,30 After C. POSTENSADO LinStatic -145,401 -11,294 -199,461 -0,0015
OBJETO PUENTE 1 196 282,26 Before C. POSTENSADO LinStatic -144,471 -12,559 -174,572 0,0623
OBJETO PUENTE 1 197 282,26 After C. POSTENSADO LinStatic -144,128 -13,029 -174,286 0,0807
OBJETO PUENTE 1 198 285,22 Before C. POSTENSADO LinStatic -143,225 -14,300 -142,564 -0,0018
OBJETO PUENTE 1 199 285,22 After C. POSTENSADO LinStatic -142,899 -14,760 -142,344 -0,0026
OBJETO PUENTE 1 200 288,17 Before C. POSTENSADO LinStatic -142,015 -16,016 -103,964 0,0431
OBJETO PUENTE 1 201 288,17 After C. POSTENSADO LinStatic -141,682 -16,468 -103,806 0,0431
OBJETO PUENTE 1 202 291,13 Before C. POSTENSADO LinStatic -140,743 -17,700 -58,924 0,0431
OBJETO PUENTE 1 203 291,13 After C. POSTENSADO LinStatic -140,350 -18,139 -58,837 0,0426
OBJETO PUENTE 1 204 294,09 Before C. POSTENSADO LinStatic -139,289 -19,232 -7,709 0,0426
OBJETO PUENTE 1 205 294,09 After C. POSTENSADO LinStatic -138,688 -19,741 -7,756 0,0028
OBJETO PUENTE 1 206 297,04 Before C. POSTENSADO LinStatic -137,278 -20,642 49,132 0,0021
OBJETO PUENTE 1 207 297,04 After C. POSTENSADO LinStatic -135,377 -21,087 48,324 0,0815
OBJETO PUENTE 1 208 300,00 Before C. POSTENSADO LinStatic -129,194 -21,160 106,188 0,0805
48. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
BridgeObj SectCutNum Distance LocType OutputCase CaseType StepType P V2 M3
Text Unitless m Text Text Text Text Tonf Tonf Tonf-m
OBJETO PUENTE 2 1 0,00 After CARGA MOVIL LinMoving Max -224,184 -268,624 -556,142
OBJETO PUENTE 2 1 0,00 After CARGA MOVIL LinMoving Min 145,858 95,704 303,457
OBJETO PUENTE 2 2 2,96 Before CARGA MOVIL LinMoving Max 147,771 95,609 530,776
OBJETO PUENTE 2 2 2,96 Before CARGA MOVIL LinMoving Min -228,846 -253,126 -238,626
OBJETO PUENTE 2 3 2,96 After CARGA MOVIL LinMoving Max -224,112 -246,775 -238,334
OBJETO PUENTE 2 3 2,96 After CARGA MOVIL LinMoving Min 145,611 96,168 528,475
OBJETO PUENTE 2 4 5,91 Before CARGA MOVIL LinMoving Max 145,321 96,916 1135,489
OBJETO PUENTE 2 4 5,91 Before CARGA MOVIL LinMoving Min -223,881 -232,710 -477,280
OBJETO PUENTE 2 5 5,91 After CARGA MOVIL LinMoving Max -224,226 -225,783 -477,304
OBJETO PUENTE 2 5 5,91 After CARGA MOVIL LinMoving Min 145,424 97,385 1135,534
OBJETO PUENTE 2 6 8,87 Before CARGA MOVIL LinMoving Max 145,981 98,537 1682,244
OBJETO PUENTE 2 6 8,87 Before CARGA MOVIL LinMoving Min -225,592 -212,314 -799,130
OBJETO PUENTE 2 7 8,87 After CARGA MOVIL LinMoving Max -226,218 -205,767 -799,027
OBJETO PUENTE 2 7 8,87 After CARGA MOVIL LinMoving Min 146,252 99,239 1682,055
OBJETO PUENTE 2 8 11,83 Before CARGA MOVIL LinMoving Max 147,357 100,835 2145,349
OBJETO PUENTE 2 8 11,83 Before CARGA MOVIL LinMoving Min -228,550 -193,022 -1136,267
OBJETO PUENTE 2 9 11,83 After CARGA MOVIL LinMoving Max -229,388 -186,879 -1135,968
OBJETO PUENTE 2 9 11,83 After CARGA MOVIL LinMoving Min 147,775 101,766 2144,908
OBJETO PUENTE 2 10 14,78 Before CARGA MOVIL LinMoving Max 149,040 107,852 2529,078
OBJETO PUENTE 2 10 14,78 Before CARGA MOVIL LinMoving Min -231,771 -174,979 -1477,300
OBJETO PUENTE 2 11 14,78 After CARGA MOVIL LinMoving Max -232,554 -169,265 -1476,876
OBJETO PUENTE 2 11 14,78 After CARGA MOVIL LinMoving Min 149,483 112,531 2528,574
OBJETO PUENTE 2 12 17,74 Before CARGA MOVIL LinMoving Max 150,632 121,910 2838,670
OBJETO PUENTE 2 12 17,74 Before CARGA MOVIL LinMoving Min -234,551 -158,239 -1820,683
OBJETO PUENTE 2 13 17,74 After CARGA MOVIL LinMoving Max -235,249 -152,938 -1820,246
OBJETO PUENTE 2 13 17,74 After CARGA MOVIL LinMoving Min 151,015 126,638 2838,275
OBJETO PUENTE 2 14 20,70 Before CARGA MOVIL LinMoving Max 151,918 136,093 3082,680
OBJETO PUENTE 2 14 20,70 Before CARGA MOVIL LinMoving Min -236,565 -142,742 -2166,429
OBJETO PUENTE 2 15 20,70 After CARGA MOVIL LinMoving Max -236,608 -137,839 -2166,138
OBJETO PUENTE 2 15 20,70 After CARGA MOVIL LinMoving Min 152,165 140,844 3082,679
OBJETO PUENTE 2 16 23,65 Before CARGA MOVIL LinMoving Max 152,619 150,347 3262,807
OBJETO PUENTE 2 16 23,65 Before CARGA MOVIL LinMoving Min -236,471 -128,413 -2515,042
OBJETO PUENTE 2 17 23,65 After CARGA MOVIL LinMoving Max -236,212 -123,885 -2514,852
OBJETO PUENTE 2 17 23,65 After CARGA MOVIL LinMoving Min 152,791 155,101 3263,019
OBJETO PUENTE 2 18 26,61 Before CARGA MOVIL LinMoving Max 152,776 164,644 3379,730
OBJETO PUENTE 2 18 26,61 Before CARGA MOVIL LinMoving Min -235,742 -115,150 -2866,652
OBJETO PUENTE 2 19 26,61 After CARGA MOVIL LinMoving Max -233,896 -110,989 -2867,098
OBJETO PUENTE 2 19 26,61 After CARGA MOVIL LinMoving Min 152,529 169,371 3381,270
OBJETO PUENTE 2 20 29,57 Before CARGA MOVIL LinMoving Max 152,398 178,915 3437,362
OBJETO PUENTE 2 20 29,57 Before CARGA MOVIL LinMoving Min -233,112 -102,891 -3221,193
OBJETO PUENTE 2 21 29,57 After CARGA MOVIL LinMoving Max -231,754 -99,025 -3221,758
OBJETO PUENTE 2 21 29,57 After CARGA MOVIL LinMoving Min 152,014 183,666 3438,342
OBJETO PUENTE 2 22 32,52 Before CARGA MOVIL LinMoving Max 151,486 193,190 3436,297
OBJETO PUENTE 2 22 32,52 Before CARGA MOVIL LinMoving Min -230,267 -91,524 -3578,337
OBJETO PUENTE 2 23 32,52 After CARGA MOVIL LinMoving Max -229,277 -87,926 -3578,911
OBJETO PUENTE 2 23 32,52 After CARGA MOVIL LinMoving Min 151,031 197,944 3437,051
OBJETO PUENTE 2 24 35,48 Before CARGA MOVIL LinMoving Max 150,233 207,454 3378,211
OBJETO PUENTE 2 24 35,48 Before CARGA MOVIL LinMoving Min -227,918 -80,980 -3937,488
OBJETO PUENTE 2 25 35,48 After CARGA MOVIL LinMoving Max -227,123 -77,638 -3938,055
OBJETO PUENTE 2 25 35,48 After CARGA MOVIL LinMoving Min 149,677 212,203 3378,805
OBJETO PUENTE 2 26 38,43 Before CARGA MOVIL LinMoving Max 148,825 221,696 3264,753
OBJETO PUENTE 2 26 38,43 Before CARGA MOVIL LinMoving Min -226,143 -71,197 -4298,125
OBJETO PUENTE 2 27 38,43 After CARGA MOVIL LinMoving Max -225,587 -68,103 -4298,539
OBJETO PUENTE 2 27 38,43 After CARGA MOVIL LinMoving Min 148,258 226,440 3265,101
OBJETO PUENTE 2 28 41,39 Before CARGA MOVIL LinMoving Max 147,527 235,912 3096,910
OBJETO PUENTE 2 28 41,39 Before CARGA MOVIL LinMoving Min -225,050 -62,152 -4659,771
OBJETO PUENTE 2 29 41,39 After CARGA MOVIL LinMoving Max -224,121 -59,266 -4660,310
OBJETO PUENTE 2 29 41,39 After CARGA MOVIL LinMoving Min 146,084 240,645 3097,305
OBJETO PUENTE 2 30 44,35 Before CARGA MOVIL LinMoving Max 145,374 250,098 2879,413
RESULTADOS PUENTE BOBO
TABLE: Bridge Object Forces
49. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 2 30 44,35 Before CARGA MOVIL LinMoving Min -223,899 -53,751 -5025,172
OBJETO PUENTE 2 31 44,35 After CARGA MOVIL LinMoving Max -223,779 -51,097 -5025,152
OBJETO PUENTE 2 31 44,35 After CARGA MOVIL LinMoving Min 144,767 254,819 2879,405
OBJETO PUENTE 2 32 47,30 Before CARGA MOVIL LinMoving Max 144,070 264,267 2627,106
OBJETO PUENTE 2 32 47,30 Before CARGA MOVIL LinMoving Min -223,703 -45,997 -5406,404
OBJETO PUENTE 2 33 47,30 After CARGA MOVIL LinMoving Max -223,679 -43,542 -5406,109
OBJETO PUENTE 2 33 47,30 After CARGA MOVIL LinMoving Min 143,491 268,984 2627,012
OBJETO PUENTE 2 34 50,26 Before CARGA MOVIL LinMoving Max 143,074 278,438 2352,105
OBJETO PUENTE 2 34 50,26 Before CARGA MOVIL LinMoving Min -223,707 -38,829 -5813,694
OBJETO PUENTE 2 35 50,26 After CARGA MOVIL LinMoving Max -224,051 -36,533 -5812,125
OBJETO PUENTE 2 35 50,26 After CARGA MOVIL LinMoving Min 141,587 283,105 2351,739
OBJETO PUENTE 2 36 53,22 Before CARGA MOVIL LinMoving Max 141,117 292,555 2059,617
OBJETO PUENTE 2 36 53,22 Before CARGA MOVIL LinMoving Min -224,210 -32,183 -6249,587
OBJETO PUENTE 2 37 53,22 After CARGA MOVIL LinMoving Max -224,485 -30,096 -6248,754
OBJETO PUENTE 2 37 53,22 After CARGA MOVIL LinMoving Min 140,642 297,259 2059,664
OBJETO PUENTE 2 38 56,17 Before CARGA MOVIL LinMoving Max 140,155 306,714 1754,854
OBJETO PUENTE 2 38 56,17 Before CARGA MOVIL LinMoving Min -224,821 -26,083 -6719,964
OBJETO PUENTE 2 39 56,17 After CARGA MOVIL LinMoving Max -225,181 -24,155 -6718,608
OBJETO PUENTE 2 39 56,17 After CARGA MOVIL LinMoving Min 139,617 311,414 1754,874
OBJETO PUENTE 2 40 59,13 Before CARGA MOVIL LinMoving Max 139,318 320,916 1440,838
OBJETO PUENTE 2 40 59,13 Before CARGA MOVIL LinMoving Min -225,479 -20,443 -7226,995
OBJETO PUENTE 2 41 59,13 After CARGA MOVIL LinMoving Max -226,168 -18,671 -7225,392
OBJETO PUENTE 2 41 59,13 After CARGA MOVIL LinMoving Min 138,908 325,581 1441,448
OBJETO PUENTE 2 42 62,09 Before CARGA MOVIL LinMoving Max 138,449 335,082 1124,654
OBJETO PUENTE 2 42 62,09 Before CARGA MOVIL LinMoving Min -226,579 -15,262 -7774,242
OBJETO PUENTE 2 43 62,09 After CARGA MOVIL LinMoving Max -226,947 -13,626 -7772,935
OBJETO PUENTE 2 43 62,09 After CARGA MOVIL LinMoving Min 138,180 339,822 1124,895
OBJETO PUENTE 2 44 65,04 Before CARGA MOVIL LinMoving Max 137,840 349,415 811,135
OBJETO PUENTE 2 44 65,04 Before CARGA MOVIL LinMoving Min -227,464 -10,483 -8367,360
OBJETO PUENTE 2 45 65,04 After CARGA MOVIL LinMoving Max -227,899 -8,993 -8365,713
OBJETO PUENTE 2 45 65,04 After CARGA MOVIL LinMoving Min 137,587 354,277 812,249
OBJETO PUENTE 2 46 68,00 Before CARGA MOVIL LinMoving Max 137,255 364,037 503,605
OBJETO PUENTE 2 46 68,00 Before CARGA MOVIL LinMoving Min -228,448 -6,417 -9008,559
OBJETO PUENTE 2 47 68,00 After CARGA MOVIL LinMoving Max -229,047 -5,232 -9005,617
OBJETO PUENTE 2 47 68,00 After CARGA MOVIL LinMoving Min 136,872 369,267 505,070
OBJETO PUENTE 2 48 70,33 Before CARGA MOVIL LinMoving Max 136,446 375,071 297,202
OBJETO PUENTE 2 48 70,33 Before CARGA MOVIL LinMoving Min -230,068 -3,987 -9539,713
OBJETO PUENTE 2 49 70,33 After CARGA MOVIL LinMoving Max -230,125 -2,907 -9538,411
OBJETO PUENTE 2 49 70,33 After CARGA MOVIL LinMoving Min 136,166 380,961 298,235
OBJETO PUENTE 2 50 72,67 Before CARGA MOVIL LinMoving Max 135,869 386,850 129,528
OBJETO PUENTE 2 50 72,67 Before CARGA MOVIL LinMoving Min -230,234 -1,848 -10112,236
OBJETO PUENTE 2 51 72,67 After CARGA MOVIL LinMoving Max -230,611 -0,932 -10109,315
OBJETO PUENTE 2 51 72,67 After CARGA MOVIL LinMoving Min 135,543 392,782 129,324
OBJETO PUENTE 2 52 75,00 Before CARGA MOVIL LinMoving Max 135,297 398,738 5,806
OBJETO PUENTE 2 52 75,00 Before CARGA MOVIL LinMoving Min -230,935 -0,438 -10720,143
OBJETO PUENTE 2 53 75,00 After CARGA MOVIL LinMoving Max -928,577 -470,047 -15221,369
OBJETO PUENTE 2 53 75,00 After CARGA MOVIL LinMoving Min 359,730 27,990 1072,066
OBJETO PUENTE 2 54 77,33 Before CARGA MOVIL LinMoving Max 359,814 28,007 1011,853
OBJETO PUENTE 2 54 77,33 Before CARGA MOVIL LinMoving Min -928,468 -464,951 -14105,302
OBJETO PUENTE 2 55 77,33 After CARGA MOVIL LinMoving Max -928,325 -459,862 -14106,425
OBJETO PUENTE 2 55 77,33 After CARGA MOVIL LinMoving Min 359,931 28,039 1011,587
OBJETO PUENTE 2 56 79,67 Before CARGA MOVIL LinMoving Max 360,037 28,087 960,746
OBJETO PUENTE 2 56 79,67 Before CARGA MOVIL LinMoving Min -928,101 -454,778 -13026,066
OBJETO PUENTE 2 57 79,67 After CARGA MOVIL LinMoving Max -927,757 -449,696 -13028,105
OBJETO PUENTE 2 57 79,67 After CARGA MOVIL LinMoving Min 360,099 28,151 960,700
OBJETO PUENTE 2 58 82,00 Before CARGA MOVIL LinMoving Max 360,103 28,232 918,715
OBJETO PUENTE 2 58 82,00 Before CARGA MOVIL LinMoving Min -927,256 -444,621 -11983,553
50. Universidad Técnica de Ambato Facultad de Ingeniería Civil y Mecánica
OBJETO PUENTE 2 59 82,00 After CARGA MOVIL LinMoving Max -926,824 -440,005 -11985,871
OBJETO PUENTE 2 59 82,00 After CARGA MOVIL LinMoving Min 360,139 28,321 918,641
OBJETO PUENTE 2 60 84,96 Before CARGA MOVIL LinMoving Max 360,081 28,523 945,550
OBJETO PUENTE 2 60 84,96 Before CARGA MOVIL LinMoving Min -926,520 -431,461 -10957,186
OBJETO PUENTE 2 61 84,96 After CARGA MOVIL LinMoving Max -926,282 -427,203 -10958,278
OBJETO PUENTE 2 61 84,96 After CARGA MOVIL LinMoving Min 360,141 28,637 945,537
OBJETO PUENTE 2 62 87,91 Before CARGA MOVIL LinMoving Max 360,039 28,918 1068,824
OBJETO PUENTE 2 62 87,91 Before CARGA MOVIL LinMoving Min -925,486 -418,719 -9983,284
OBJETO PUENTE 2 63 87,91 After CARGA MOVIL LinMoving Max -925,128 -414,476 -9984,654
OBJETO PUENTE 2 63 87,91 After CARGA MOVIL LinMoving Min 360,013 29,074 1068,425
OBJETO PUENTE 2 64 90,87 Before CARGA MOVIL LinMoving Max 359,964 29,428 1240,310
OBJETO PUENTE 2 64 90,87 Before CARGA MOVIL LinMoving Min -924,486 -405,996 -9058,836
OBJETO PUENTE 2 65 90,87 After CARGA MOVIL LinMoving Max -924,694 -401,736 -9057,762
OBJETO PUENTE 2 65 90,87 After CARGA MOVIL LinMoving Min 359,943 29,621 1239,722
OBJETO PUENTE 2 66 93,83 Before CARGA MOVIL LinMoving Max 359,887 30,058 1408,486
OBJETO PUENTE 2 66 93,83 Before CARGA MOVIL LinMoving Min -923,636 -393,282 -8182,366
OBJETO PUENTE 2 67 93,83 After CARGA MOVIL LinMoving Max -923,212 -389,049 -8183,671
OBJETO PUENTE 2 67 93,83 After CARGA MOVIL LinMoving Min 359,869 30,299 1408,354
OBJETO PUENTE 2 68 96,78 Before CARGA MOVIL LinMoving Max 359,813 30,826 1572,598
OBJETO PUENTE 2 68 96,78 Before CARGA MOVIL LinMoving Min -922,006 -380,612 -7356,249
OBJETO PUENTE 2 69 96,78 After CARGA MOVIL LinMoving Max -921,565 -376,396 -7357,416
OBJETO PUENTE 2 69 96,78 After CARGA MOVIL LinMoving Min 359,792 31,113 1572,502
OBJETO PUENTE 2 70 99,74 Before CARGA MOVIL LinMoving Max 359,734 31,741 1731,116
OBJETO PUENTE 2 70 99,74 Before CARGA MOVIL LinMoving Min -920,063 -368,003 -6576,499
OBJETO PUENTE 2 71 99,74 After CARGA MOVIL LinMoving Max -919,560 -363,791 -6577,559
OBJETO PUENTE 2 71 99,74 After CARGA MOVIL LinMoving Min 359,711 32,077 1731,020
OBJETO PUENTE 2 72 102,70 Before CARGA MOVIL LinMoving Max 359,635 33,963 1883,349
OBJETO PUENTE 2 72 102,70 Before CARGA MOVIL LinMoving Min -918,248 -355,370 -5840,499
OBJETO PUENTE 2 73 102,70 After CARGA MOVIL LinMoving Max -917,766 -351,150 -5841,351
OBJETO PUENTE 2 73 102,70 After CARGA MOVIL LinMoving Min 359,609 35,109 1883,324
OBJETO PUENTE 2 74 105,65 Before CARGA MOVIL LinMoving Max 359,528 37,493 2028,049
OBJETO PUENTE 2 74 105,65 Before CARGA MOVIL LinMoving Min -916,318 -342,714 -5148,515
OBJETO PUENTE 2 75 105,65 After CARGA MOVIL LinMoving Max -915,868 -338,481 -5149,092
OBJETO PUENTE 2 75 105,65 After CARGA MOVIL LinMoving Min 359,498 38,740 2028,011
OBJETO PUENTE 2 76 108,61 Before CARGA MOVIL LinMoving Max 359,407 41,355 2164,650
OBJETO PUENTE 2 76 108,61 Before CARGA MOVIL LinMoving Min -914,198 -330,025 -4499,381
OBJETO PUENTE 2 77 108,61 After CARGA MOVIL LinMoving Max -913,615 -325,783 -4499,937
OBJETO PUENTE 2 77 108,61 After CARGA MOVIL LinMoving Min 359,375 42,724 2164,736
OBJETO PUENTE 2 78 111,57 Before CARGA MOVIL LinMoving Max 359,271 45,584 2292,571
OBJETO PUENTE 2 78 111,57 Before CARGA MOVIL LinMoving Min -912,268 -317,277 -3892,174
OBJETO PUENTE 2 79 111,57 After CARGA MOVIL LinMoving Max -911,878 -313,012 -3892,393
OBJETO PUENTE 2 79 111,57 After CARGA MOVIL LinMoving Min 359,237 47,075 2292,628
OBJETO PUENTE 2 80 114,52 Before CARGA MOVIL LinMoving Max 359,126 50,197 2411,006
OBJETO PUENTE 2 80 114,52 Before CARGA MOVIL LinMoving Min -910,678 -304,465 -3326,707
OBJETO PUENTE 2 81 114,52 After CARGA MOVIL LinMoving Max -910,371 -300,180 -3326,747
OBJETO PUENTE 2 81 114,52 After CARGA MOVIL LinMoving Min 359,090 51,824 2411,022
OBJETO PUENTE 2 82 117,48 Before CARGA MOVIL LinMoving Max 358,979 55,234 2519,501
OBJETO PUENTE 2 82 117,48 Before CARGA MOVIL LinMoving Min -909,526 -291,587 -2803,048
OBJETO PUENTE 2 83 117,48 After CARGA MOVIL LinMoving Max -909,328 -287,283 -2802,936
OBJETO PUENTE 2 83 117,48 After CARGA MOVIL LinMoving Min 358,940 57,008 2519,421
OBJETO PUENTE 2 84 120,43 Before CARGA MOVIL LinMoving Max 358,834 60,721 2617,556
OBJETO PUENTE 2 84 120,43 Before CARGA MOVIL LinMoving Min -908,937 -278,647 -2321,356
OBJETO PUENTE 2 85 120,43 After CARGA MOVIL LinMoving Max -908,889 -274,327 -2321,127
OBJETO PUENTE 2 85 120,43 After CARGA MOVIL LinMoving Min 358,794 62,653 2617,301
OBJETO PUENTE 2 86 123,39 Before CARGA MOVIL LinMoving Max 358,701 66,689 2706,971
OBJETO PUENTE 2 86 123,39 Before CARGA MOVIL LinMoving Min -908,988 -265,658 -1912,748
OBJETO PUENTE 2 87 123,39 After CARGA MOVIL LinMoving Max -909,559 -261,306 -1912,382
OBJETO PUENTE 2 87 123,39 After CARGA MOVIL LinMoving Min 358,683 68,805 2706,041