This document discusses fundamentals of mathematics in architecture and geometry. It covers topics like funicular polygons, forces diagrams, and examples of structural designs that utilize funicular polygons including bridges and stadiums. It provides instructions for students to determine coordinates and internal forces for given funicular polygons under different assumptions of horizontal and maximum forces. It also includes images and diagrams to illustrate funicular polygons and structural examples.
Solid Mechanics. Reactions and internal forces. Step by step example . Part 2Maribel Castilla Heredia
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
This step by step example covers how to obtain reactions at supports and internal joints in 2D, statically determinate, multibody structural systems.
The second part uses the same example to learn how to draw axial (normal), shear and bending moment diagrams.
Feel free to comment!
Solid Mechanics. Reactions and internal force diagrams. Step by step example....Maribel Castilla Heredia
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
This step by step example covers how to obtain reactions at supports and internal joints in 2D, statically determinate, multibody structural systems.
The second part uses the same example to learn how to draw axial (normal), shear and bending moment diagrams.
Feel free to comment!
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
Three step by step examples of how to draw bending moment, shear and normal force diagrams in 2D, statically determinate structures, are depicted.
Feel free to comment!
Solid Mechanics. Reactions and internal forces. Step by step example . Part 2Maribel Castilla Heredia
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
This step by step example covers how to obtain reactions at supports and internal joints in 2D, statically determinate, multibody structural systems.
The second part uses the same example to learn how to draw axial (normal), shear and bending moment diagrams.
Feel free to comment!
Solid Mechanics. Reactions and internal force diagrams. Step by step example....Maribel Castilla Heredia
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
This step by step example covers how to obtain reactions at supports and internal joints in 2D, statically determinate, multibody structural systems.
The second part uses the same example to learn how to draw axial (normal), shear and bending moment diagrams.
Feel free to comment!
This presentation is part of the Solid Mechanics course taught in the second year of the Degree in Architecture at San Pablo CEU University Institute of Technology, in Madrid (Spain).
Three step by step examples of how to draw bending moment, shear and normal force diagrams in 2D, statically determinate structures, are depicted.
Feel free to comment!
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
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Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
3. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
PREVIOUSLY ON MATHS 1...
4. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
FUNICULAR POLYGON. SHAPE and FORCES
EXAMPLE 1. POSITION and FORCES MAGNITUDES
EXAMPLE 2. POSITION and FORCES MAGNITUDES
EXAMPLE 3. POSITION and FORCES MAGNITUDES
EXAMPLE 4. POSITION and FORCES MAGNITUDES
EXAMPLE 5. POSITION and FORCES MAGNITUDES
5. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
FIRST MINUTE QUESTION
Username: First part of your CEU email
For example:
if your email is a.garcia245@uspceu.es
Your username will be a.garcia245
Password: SAME AS USERNAME
6. FIRST MINUTE QUESTION
If the horizontal force was 300 kN instead of 500 kN......
The force in the cable AB would be smaller than 539 kN
A
B
C
D The position of joint B will not change
The force in the cable AB would be bigger than 539 kN
The force in the cable AB would be the same 539 kN
7. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Poly Corporation Headquarters. Beijing 2007. SOM
8. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Poly Corporation Headquarters. Beijing 2007. SOM
14. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Source: Quque Goberna
15. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Source: Quque Goberna
16. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
1.- Determine in a geometrical way the coordinates of the intermediate points B, C and D of the funicular polygon
formed by the represented forces. Assume the side joints are A with coordinates [0, 4 m] and E [12 m, 6 m]. Assume
also that the horizontal component of all the forces is 40 kN.
2.- Determine the internal forces in all the cable segments
Seafarers Bridge - Melbourne, Australia
2009 –[Nicholas Grimshaw]
18. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
THERE ARE INFINITEPOSIBLE FORCES DIAGRAMS and FUNICULAR DIAGRAMS. WE NEED SOME REQUIREMENTS
IN THIS EXAMPLE WE HAVE TWO REQUIREMENTS:
- HORIZONTAL FORCE 40 kN
- THE FUNICULAR POLYGON SHOULD START at A AND FINISH at E
19. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
FIRST GUESS: NO MATTER ITS VERTICAL POSITION
20. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
FIRST GUESS: NO MATTER ITS VERTICAL POSITION
21. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
FIRST GUESS: NO MATTER ITS VERTICAL POSITION
22. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
23. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
24. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
25. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
26. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
27. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 40 kN
so the pole is 40 kN away from the vertical forces
SECOND GUESS: THE FUNICULAR POLYGON ENDS at E
28. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Puente de Bacunayagua Cuba - 1959 - [Luis Sáenz Duplace]
1.- Determine in a geometrical way the coordinates of the intermediate points B, C and D of the funicular polygon
formed by the represented forces. Assume that the horizontal component of all the forces is 500 kN.
2.- Determine the internal forces in all the cable segments
29. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 500 kN
30. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 500 kN
so the pole is 500 kN away from the vertical forces
HORIZONTAL FORCE = 500 kN
33. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Pliezhausen footbridge
Reutlingen, Alemania - 2002 - [Holzbau Amann GmbH]
34. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
1.- Determine in a geometrical way the coordinates of the intermediate points B, C, D, E and F of the funicular polygon
formed by the represented forces. Assume that the horizontal component of all the forces is 200 kN. Determine also
the internal forces in all the cable segments for this hypothesis.
2.- How would the funicular polygon vary if the máximum force in the cable segmenst was 250 kN? Draw the funicular
polygonfor thies hypothesis and determine the internal forces in all the cable segments.
35. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
1.- Determine in a geometrical way the coordinates of the intermediate points B, C, D, E and F of the funicular polygon
formed by the represented forces. Assume that the horizontal component of all the forces is 200 kN. Determine also
the internal forces in all the cable segments for this hypothesis.
2.- How would the funicular polygon vary if the máximum force in the cable segmenst was 250 kN? Draw the funicular
polygonfor thies hypothesis and determine the internal forces in all the cable segments.
36. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 200 kN
HORIZONTAL FORCE = 200 kN
so the pole is 200 kN away from the vertical forces
37. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 200 kN
HORIZONTAL FORCE = 200 kN
so the pole is 200 kN away from the vertical forces
FUNICULAR POLYGON
38. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 200 kN
HORIZONTAL FORCE = 200 kN
so the pole is 200 kN away from the vertical forces
FUNICULAR POLYGON
39. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 200 kN
HOW DOES THIS DIAGRAM CHANGES IF THE
MAXIMUM FORCE WAS 250 kN?????
FUNICULAR POLYGON
40. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
HORIZONTAL FORCE = 200 kN
HOW DOES THIS DIAGRAM CHANGES IF THE
MAXIMUM FORCE WAS 250 kN?????
FUNICULAR POLYGON
????
41. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
MAXIMUM FORCE = 250 kN
HOW DOES THIS DIAGRAM CHANGES IF THE
MAXIMUM FORCE WAS 250 kN?????
FUNICULAR POLYGON
42. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
Today’s words?
43. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
OLYMPIC STADIUM. MUNICH. 1968-1972. FREI OTTO
44. FUNDAMENTOS MATEMÁTICOS DE LA ARQUITECTURA I
FUNDAMENTALS OF MATHEMATIC IN ARCHITECTURE I GEOMETRY
OLYMPIC STADIUM. MUNICH. 1968-1972. FREI OTTO