This document outlines the topics to be covered in a Structural Analysis II course, including elastic analysis of grids using the compatibility method and slope deflection method, plastic analysis of beams, frames and slabs, and introduction to second order analysis of structures. It lists the main sections and subsections to be taught. It also provides the schedule of topics, tests, assignments and exams for the course across the months of February, March and April.
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.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
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/
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Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
2. STRUCTURAL ANALYSIS II
INTRODUCTION
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
2.- PLASTIC ANALYSIS OF STRUCTURES
2.1- PLASTIC ANALYSIS OF BEAMS
2.2- PLASTIC ANALYSIS OF FRAMES
2.2.1- KINEMATIC METHOD
2.2.2- INCREMENTAL ANALYSIS. HINGE BY HINGE METHOD
3.- INTRODUCTION TO SECOND ORDER ANALYSIS OF STRUCTURES
2.3- PLASTIC ANALYSIS OF SLABS.
FEBRUARY
MARCH
APRIL
3. STRUCTURAL ANALYSIS II
INTRODUCTION
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
2.- PLASTIC ANALYSIS OF STRUCTURES
2.1- PLASTIC ANALYSIS OF BEAMS
2.2- PLASTIC ANALYSIS OF FRAMES
2.2.1- KINEMATIC METHOD
2.2.2- INCREMENTAL ANALYSIS. HINGE BY HINGE METHOD
3.- INTRODUCTION TO SECOND ORDER ANALYSIS OF STRUCTURES
2.3- PLASTIC ANALYSIS OF SLABS.
FEBRUARY
MARCH
APRIL
T1 19TH FEBRUARY
GRID COMPETITION
2ND APRIL
T2 12th MARCH
T3 5TH APRIL
5. STRUCTURAL ANALYSIS II
INTRODUCTION
T1 19TH FEBRUARY
T2 12th MARCH
T3 5th APRIL
COMPETITION REPORT
23rd APRIL
GLOBAL I 9th APRIL
GLOBAL II 26th APRIL
*The one you do best will
be considered 70% of the
global I + II average
GRID COMPETITION
2ND APRIL
6. STRUCTURAL ANALYSIS II
INTRODUCTION
TO REMEMBER
EXTERNAL LOAD, REACTION FORCES?
BENDING MOMENTS, SHEAR FORCE, AXIAL FORCE DIAGRAMS?
does BENDING STIFFNESS and AXIAL STIFFNESS affect?
LOAD SHOULD ALWAYS REACH THE GROUND
LOAD DISTRIBUTION?
DEFORMED SHAPE?
EQUILIBRIUM?
UNSTABLE, STATICALLY DETERMINATE, STATICALLY INDETERMINATE?
7. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
8. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
UNIT AIM:
UNDERSTANDING HOW THE LOAD IS
DISTRIBUTED IN A GRID SYSTEM
REMEMBER: LOAD SHOULD ALWAYS
REACH THE GROUND
9. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
A grid is a planar structural system composed of continuous members that
intersect each other. The applied loads are perpendicular to the grid plane.
10. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
A grid is a planar structural system composed of continuous members that
intersect each other. The applied loads are perpendicular to the grid plane.
12. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
AXIAL FORCE DIAGRAM? SHEAR FORCE DIAGRAM YZ? SHEAR FORCE DIAGRAM XZ?
BENDING MOMENT Y? BENDING MOMENT X? TORQUE DIAGRAM (TORSION)?
13. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
AXIAL FORCE DIAGRAM? SHEAR FORCE DIAGRAM YZ? SHEAR FORCE DIAGRAM XZ?
BENDING MOMENT Y? BENDING MOMENT X? TORQUE DIAGRAM (TORSION)?
Torque
27. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
CONCLUSION:
A GRID IS EFFECTIVE WHEN
THE BENDING STIFFNESS OF BOTH BEAMS
IS SIMILAR
41. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
TO APPLY THE EXPRESSIONS OF THE SIMPLE BEAMS WE CAN REMOVE THE
CANTILEVER AND CONSIDER ITS EFFECT OVER THE BEAM AB