This document outlines the syllabus for Structural Analysis I taught during the 2017/2018 academic year. It covers the following topics:
1. Structural models - types of supports, connections, loads
2. Stability and static determinacy
3. Statically determinate trusses - external equilibrium, internal equilibrium, displacements
4. Assignment 1
The document provides examples of different structural systems and engineering concepts. It also presents practice problems for students to solve related to truss analysis, reaction forces, axial forces, and displacements.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
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.
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.
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/
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.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
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.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
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Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
The Benefits and Techniques of Trenchless Pipe Repair.pdf
Ae1 1718 class 1_09_12
1. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
STRUCTURAL ANALYSIS I
Degree in Architecture
Year 3 Term 1
EPS USPCEU
2. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
Campo Baeza UFV Sports Center. Madrid 2016
3. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
2.- STABILITY AND STATICALLY DETERMINACY
1.- STRUCTURAL MODELS:
types of supports and connections
types of loads
bars geometry
3.- STATICALLY DETERMINATE TRUSSES:
definition
external equilibrium (reaction forces)
internal equilibrium (axial forces)
displacements
4.- ASSIGNMENT 1
4. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
1.- STRUCTURAL MODELS
WE DO NOT CALCULATE REAL STRUCTURES
BUT MODELS OF THOSE REAL STRUCTURES
6. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
1.- STRUCTURAL MODELS
IT IS USELESS TO CALCULATE A MODEL IF IT DOES
NOT BEHAVE AS THE REAL STRUCTURE
7. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
Norman Foster. Renault Distribution Center 1982
8. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
1.- STRUCTURAL MODELS
IT IS VERY IMPORTANT TO UNDERSTAND HOW
THE LOAD TRAVELS ALONG THE BUILDING
STRUCTURAL SYSTEM.
EVERY LOAD SHOULD REACH THE GROUND
10. DEPENDING ON THE MOVEMENTS OR ROTATION RESTRICTIONS WE CLASSIFY THE SUPPORTS:
1.- STRUCTURAL MODELS
a. Types of supports and connections
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
14. DEPENDING ON THE RELATIVE MOVEMENTS OR ROTATION RESTRICTIONS BETWEEN BARS,
WE CLASSIFY THE JOINTS:
1.- STRUCTURAL MODELS
a. Types of supports and connections
STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
30. cperez.eps@ceu.es
federico.prietomunoz@ceu.es
STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
John Hancock Center (1970):
Architectural height 1128’ (344 m), 100 stories.
Plan dimensions at the ground floor: 262x164’ (78,6x49,2 m).
Plan dimensions at the top floor: 160x100’ (48x30 m).
Chicago John Hancock Tower 1970
33. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
1.- STRUCTURAL MODELS
IT IS VERY IMPORTANT TO UNDERSTAND HOW
THE LOAD TRAVELS ALONG THE BUILDING
STRUCTURAL SYSTEM.
EVERY LOAD SHOULD REACH THE GROUND
34. cperez.eps@ceu.es
federico.prietomunoz@ceu.es
STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
Santa Caterina Market (1997/2005):
Central frame span: 42 m.
Roof weight: 92 kp/m2.
7 concrete supports with cross section 90 cm x 90 cm.
2 post tensioned beams with spans of 12-22 m and cantilever from 4-10 m,
cross section beam depth 1,2 m.
Archs of 6 m height.
V shaped beams average 50 m span.
Wooden Arches and Ribs coming from the original market structure in a 50%.
42. The truss in the figure is made up of steel members of 100 cm2 cross-sectional area.
Determine:
1. Sign and value of the AB member axial force, NAB (kN)
2. Sign and value of the BF member axial force, NBF (kN)
3. Sign and value of the horizontal displacement at point D, uD (mm)
4. If the truss height is reduced down to 2 m, determine sign and value of the
horizontal displacement at point D, uD (mm)
STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
46. STRUCTURAL ANALYSIS I
2017/2018 CLASS 1
cperez.eps@ceu.es
federico.prietomunoz@ceu.es
Bridge School at Pinghe (China) designed by Li Xiaodong Atelier in 2009
50. 1. Is it statically determinate or not? EXTERNALLY // INTERNALLY
2. Reaction forces
3. Axial forces (THINK ABOUT THE ZERO AXIAL FORCE BARS)
4. Displacements
STRUCTURAL ANALYSIS I
2016/2017 CLASS 1
51. 1. Is it statically determinate or not? EXTERNALLY // INTERNALLY
2. Reaction forces
3. Axial forces (THINK ABOUT THE ZERO AXIAL FORCE BARS)
4. Displacements
STRUCTURAL ANALYSIS I
2016/2017 CLASS 1
52. 1. Is it statically determinate or not? EXTERNALLY // INTERNALLY
2. Reaction forces
3. Axial forces (THINK ABOUT THE ZERO AXIAL FORCE BARS)
4. Displacements
STRUCTURAL ANALYSIS I
2016/2017 CLASS 1
53. STRUCTURAL ANALYSIS I
CLASS 1
For the Gerber beam in the figure and the given bending moment diagram, determine:
1. Value of the punctual load P (kN)
2. Value of the distributed load q (kN/m)
3. Sign and value of the vertical reaction at D, Dy (kN)
4. Sign and value of the shear force at A, VA (kN)
54. STRUCTURAL ANALYSIS I
CLASS 1
For the Gerber beam in the figure and the given shear force diagram, determine:
1. Value of the distributed load q (kN/m)
2. Value of the length L (m)
3. Sign and value of the bending moment at the middle of CD member, MCD (mkN)
4. Sign and value of the bending moment at B, MB (mkN)
5. Sign and value of the rotation at B, θB (mrad)
6. Equivalent model for the beam ABC (types of supports and external forces).