International Journal of Engineering Research and DevelopmentIJERD Editor
This document summarizes a study that used finite element analysis to model and analyze stresses in a boiler shell with riveted joints. A double riveted lap joint geometry was modeled in ANSYS and subjected to an internal pressure of 2 MPa. Von-Mises stresses, maximum shear stresses, and total deformation were calculated and compared to analytical results. Structural steel and aluminum alloy were analyzed as materials. The results found that structural steel experienced lower stresses than aluminum alloy under the same pressures, indicating it is safer for the boiler shell application.
Analytical Study of Steel Fibre Reinforced Rigid Pavements Under Moving Loadsijsrd.com
Nowadays, the application of steel fibers in concrete has increased gradually as an engineering material. The knowledge is not only necessary to provide safe, efficient and economic design for the present, but it also to serve as a rational basis for extended future applications. In this study, steel fibre reinforced rigid pavements are analyzed for stresses developed due to Moving loads & temperature differentials. Comparison of curling stresses in SFRC with conventional concrete is carried out. All the models are generated and analysis is carried out using the ANSYS software. Parametric study for the effect of change in slab length & slab thickness of pavements on curling stresses is also done. Curling stresses due to Linear & Non linear temperature distribution in top & bottom layer of SFRC pavement slabs are also calculated. Frictional stresses in SFRC due to uniform temperature differential are almost same as conventional concrete. Analysis results shows, SFRC develops more stresses as compared to conventional concrete & Non linear temperature distribution develops more stresses than linear temperature distribution. SFRC pavements are analyzed for Single axle moving loads for two different speeds. Results reveal that the loading stresses are higher, when the loads are at starting position of edge.
Investigation on Flexural Behaviour of Cold Formed Latticed Built-Up BeamDr. Amarjeet Singh
There are two structural members used in steel construction the hot rolled members and the cold formed members. They are light members compared to the traditional heavier hot rolled steel structural members used in the field. They have high strength to weight ratio resulting in less dead weight making it a good option in construction of bridges roof trusses transmission line towers multi storied buildings and other structural members. This paper is done to understand the flexural capacity and to enhance it by developing innovative latticed cold formed steel beam. The impact of web opening of the cold formed beam on the flexural behavior of cold formed built-up I section under two point loading is investigated for the simply supported end conditions. Numerical analysis is performed using finite element analysis (FEM) software. From results, the load vs. Deflection curve, failure modes and ultimate load carrying capacity of the specimen presented in this paper. Therefore the main focus of this project is to investigate the flexural behavior of these steel members and by replacing the lattice hot rolled section by cold formed steel sections. The ultimate load carrying capacity with failure mode of simulated FEA models was compared with experimental results.
This document reviews the microstructure, mechanical properties, and corrosion behavior of duplex 2209 steel used in electro-slag strip cladding on a low-carbon steel substrate. The authors aim to deposit layers of stainless steel 309 and duplex 2209 using electro-slag strip cladding to develop a protective multilayer coating. Characterization of the coating microstructure will be done using SEM/EDS and mechanical properties will be evaluated through microhardness testing and residual stress analysis with XRD. Corrosion behavior will also be examined according to ASTM standards.
Important Characteristics and Behavioral Impact of Materials to Be Used in Ta...RSIS International
This paper reviews the importance of composite
structure in construction of high rise buildings. Here there is
basic comparison between the commonly used construction
materials i.e. steel and concrete. The significance of each of this
material in construction field has been briefly discussed. also,
some important characteristics of each material is explained.
1.2 resistance and special welding q& a for studentsSuren Sirohi
This document provides information on various welding techniques including resistance welding, arc welding, spot welding, and laser beam welding. It discusses topics like heat generation and melting efficiency in resistance welding, the properties of different welding processes like heat affected zone and vacuum requirements. It also includes examples of calculations for heat generated during resistance spot welding of steel sheets and definitions of welding terms.
1. The document examines the flexural behavior of concrete beams with low-grade concrete near the neutral axis zone or a hollow neutral axis.
2. Testing found that beams with low-grade concrete near the neutral axis had similar flexural strengths to control beams, with up to a 6% increase or decrease depending on the concrete grades used.
3. Beams with a hollow neutral axis also showed similar flexural strengths to control beams, with up to a 4% increase or decrease depending on the diameter of the hollow section and concrete grades.
4. In general, the study found that using low-grade concrete near the neutral axis or a hollow neutral axis did not significantly reduce the flexural strength of the beams
various types of steel basically low carbon steels and alloy steels and how the alloying elements alter the various properties of steels , a detailed study & analysis
International Journal of Engineering Research and DevelopmentIJERD Editor
This document summarizes a study that used finite element analysis to model and analyze stresses in a boiler shell with riveted joints. A double riveted lap joint geometry was modeled in ANSYS and subjected to an internal pressure of 2 MPa. Von-Mises stresses, maximum shear stresses, and total deformation were calculated and compared to analytical results. Structural steel and aluminum alloy were analyzed as materials. The results found that structural steel experienced lower stresses than aluminum alloy under the same pressures, indicating it is safer for the boiler shell application.
Analytical Study of Steel Fibre Reinforced Rigid Pavements Under Moving Loadsijsrd.com
Nowadays, the application of steel fibers in concrete has increased gradually as an engineering material. The knowledge is not only necessary to provide safe, efficient and economic design for the present, but it also to serve as a rational basis for extended future applications. In this study, steel fibre reinforced rigid pavements are analyzed for stresses developed due to Moving loads & temperature differentials. Comparison of curling stresses in SFRC with conventional concrete is carried out. All the models are generated and analysis is carried out using the ANSYS software. Parametric study for the effect of change in slab length & slab thickness of pavements on curling stresses is also done. Curling stresses due to Linear & Non linear temperature distribution in top & bottom layer of SFRC pavement slabs are also calculated. Frictional stresses in SFRC due to uniform temperature differential are almost same as conventional concrete. Analysis results shows, SFRC develops more stresses as compared to conventional concrete & Non linear temperature distribution develops more stresses than linear temperature distribution. SFRC pavements are analyzed for Single axle moving loads for two different speeds. Results reveal that the loading stresses are higher, when the loads are at starting position of edge.
Investigation on Flexural Behaviour of Cold Formed Latticed Built-Up BeamDr. Amarjeet Singh
There are two structural members used in steel construction the hot rolled members and the cold formed members. They are light members compared to the traditional heavier hot rolled steel structural members used in the field. They have high strength to weight ratio resulting in less dead weight making it a good option in construction of bridges roof trusses transmission line towers multi storied buildings and other structural members. This paper is done to understand the flexural capacity and to enhance it by developing innovative latticed cold formed steel beam. The impact of web opening of the cold formed beam on the flexural behavior of cold formed built-up I section under two point loading is investigated for the simply supported end conditions. Numerical analysis is performed using finite element analysis (FEM) software. From results, the load vs. Deflection curve, failure modes and ultimate load carrying capacity of the specimen presented in this paper. Therefore the main focus of this project is to investigate the flexural behavior of these steel members and by replacing the lattice hot rolled section by cold formed steel sections. The ultimate load carrying capacity with failure mode of simulated FEA models was compared with experimental results.
This document reviews the microstructure, mechanical properties, and corrosion behavior of duplex 2209 steel used in electro-slag strip cladding on a low-carbon steel substrate. The authors aim to deposit layers of stainless steel 309 and duplex 2209 using electro-slag strip cladding to develop a protective multilayer coating. Characterization of the coating microstructure will be done using SEM/EDS and mechanical properties will be evaluated through microhardness testing and residual stress analysis with XRD. Corrosion behavior will also be examined according to ASTM standards.
Important Characteristics and Behavioral Impact of Materials to Be Used in Ta...RSIS International
This paper reviews the importance of composite
structure in construction of high rise buildings. Here there is
basic comparison between the commonly used construction
materials i.e. steel and concrete. The significance of each of this
material in construction field has been briefly discussed. also,
some important characteristics of each material is explained.
1.2 resistance and special welding q& a for studentsSuren Sirohi
This document provides information on various welding techniques including resistance welding, arc welding, spot welding, and laser beam welding. It discusses topics like heat generation and melting efficiency in resistance welding, the properties of different welding processes like heat affected zone and vacuum requirements. It also includes examples of calculations for heat generated during resistance spot welding of steel sheets and definitions of welding terms.
1. The document examines the flexural behavior of concrete beams with low-grade concrete near the neutral axis zone or a hollow neutral axis.
2. Testing found that beams with low-grade concrete near the neutral axis had similar flexural strengths to control beams, with up to a 6% increase or decrease depending on the concrete grades used.
3. Beams with a hollow neutral axis also showed similar flexural strengths to control beams, with up to a 4% increase or decrease depending on the diameter of the hollow section and concrete grades.
4. In general, the study found that using low-grade concrete near the neutral axis or a hollow neutral axis did not significantly reduce the flexural strength of the beams
various types of steel basically low carbon steels and alloy steels and how the alloying elements alter the various properties of steels , a detailed study & analysis
This document provides unit-wise assignment questions for the subject Mechanics of Materials compiled by Hareesha N G, an assistant professor at Dayananda Sagar College of Engineering. It includes questions covering topics in three units: simple stress and strain, stress in composite sections, and compound stresses. The questions are intended to help students learn and practice key concepts in mechanics of materials through problem solving. There are a total of 10 questions listed for each unit, addressing topics such as stress-strain behavior, thermal stresses, principal stresses, and Mohr's circle analysis. The document aims to equip students with practice questions to solidify their understanding of mechanics of materials.
This document contains 36 problems related to mechanics of solids dealing with topics like normal stress, shearing stress, axial deformation, shearing deformation, and statically indeterminate members. The problems involve calculating stresses, strains, loads, diameters, thicknesses, and other values using given structural properties and load/force information. Equations related to stress, strain, elasticity, and structural analysis are applied to solve the engineering problems.
This document contains a tutorial sheet with questions about strength of materials and simple uniaxial stress and strain. It provides the questions, worked answers to the first 7 questions, and poses questions 8 through 12 for students to work on individually. The questions calculate various mechanical properties of materials like Young's modulus, yield stress, ultimate stress, elongation, stress, strain, and modulus of elasticity when given dimensional and loading information for different structural components and materials like steel, brass, aluminum, and wires.
SOM LECTURE Student coordinators contributesivaenotes
This document contains a practice session on strength of materials with 12 multiple choice questions. An expert named Lamiya Naseem who has over 3 years of teaching experience and has mentored over 50,000 students is providing online classes, study material, test preparation and personalized guidance through an education platform. Information about subscription plans and contact details are also provided.
This document contains the questions for a design of steel structures exam. It has two parts - Part A contains 1 question worth 28 marks and Part B contains 7 questions worth 3x14=42 marks. The Part A question involves designing a plated beam section to carry a specified load. Part B questions involve designing structural elements like a column base, diagonal tension member, compound column, tie member welds, and explaining plastic analysis and limit states. Students must answer 1 question from Part A and 3 questions from Part B. Standard design codes and tables can be used.
This document contains 8 questions on the topics of mechanics of solids for a B.Tech exam. Question 1 has two parts asking about (a) finding the size and length of a middle tie bar portion given stress and extension values, and (b) calculating the extension of a rod with a varying width. Question 2 asks to analyze a beam shown in a figure by drawing shear force, bending moment, and thrust diagrams. The remaining questions cover additional topics like simple bending, stresses in beams and cylinders, truss analysis methods, and deflection calculations.
This document contains important questions and answers related to the subject of Strength of Materials. It is divided into multiple parts and units. It includes questions related to engineering materials, deformation of metals, geometric properties of sections and thin shells, and theory of torsion and springs. The questions range from definitions and concepts to practical problems involving calculations. The document is intended to serve as a question bank for students studying Strength of Materials.
This document appears to be an exam for a Strength of Materials course, as it contains multiple choice and numerical problems relating to concepts in strength of materials. It begins with 10 short answer questions worth 2 marks each [Part A]. It then lists 5 problems worth 16 marks each [Part B], covering topics such as stresses and strains in rods due to tensile forces, shear force and bending moment diagrams, stresses and deflections in beams, stresses and deflections in springs, stresses and failures in compression members, and principal stresses. The document provides data and asks students to show working to calculate values for stresses, strains, deflections, loads, and other strength of materials variables. It aims to test students' understanding and application of key
This is my M.Tech Project presentation. The project was carried out at R.V College of Engineering and B.M.S College of Engineering, Bangalore. In this project, the axial load carrying capacity of CFST Columns was studied and the experimental results were compared with Eurocode-4 and AISC-LRFD-2005. The flexural capacity of CFST frames was also carried out.
This document contains a 4 question unit test on mechanical engineering concepts. Question 1 asks to define Hook's law, modulus of elasticity, and draw a stress-strain diagram for mild steel. Question 2 involves calculating the maximum load a reinforced concrete column can support given the stress limits in the steel and concrete. Question 3 requires determining reactions and stresses in a steel bar with an applied axial force. Question 4 is about finding the safe load on a steel plate supported by 3 concrete posts of different lengths.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
This document provides an overview of various welding techniques including resistance welding, laser beam welding, electron beam welding, friction welding, and explosion welding. It discusses the principles, advantages, limitations, and applications of each process. For resistance welding specifically, it describes different types such as spot welding, seam welding, and projection welding. It also provides examples of heat and efficiency calculations for resistance welding.
This document describes a 1957 patent for an electron tube with a ceramic envelope. It details improvements to the joint structure connecting the ceramic and metal parts, allowing for differences in thermal expansion without compromising the vacuum seal. Thin metal sealing flanges are used at the grid terminal and anode, with inturned lips brazed to the ceramic. This allows the flanges to flex with thermal changes while the ceramic is rigidly supported by abutting the metal parts.
This document describes a 1957 patent for an electron tube with a ceramic envelope. It details improvements to the joint structure connecting the ceramic and metal parts, allowing for differences in thermal expansion without compromising the vacuum seal. Thin metal sealing flanges are used at the grid terminal and anode, with inturned lips brazed to the ceramic. This allows the flanges to flex with thermal changes while the ceramic is rigidly supported by abutting the metal parts.
The document contains 8 questions related to strength of materials. Question 1 asks about stresses in a reinforced concrete column under a load. Question 2 asks about drawing shear force and bending moment diagrams for a beam. Question 3 compares flexural strength of an I-section beam to a circular beam of the same material and area.
This document provides information for a design of steel structures exam, including instructions, exam sections, and design problems. It has two parts:
Part A contains one question worth 28 marks, asking to design a simply supported steel beam or welded plate girder.
Part B contains three questions worth 14 marks each, covering the design of a bracket connection, built-up column with lacing, gusseted base plate, and steel beam or purlin sections.
The document provides necessary design loads, dimensions, materials, and other requirements to solve the provided structural steel element design problems.
Analytical Study of Steel Fibre Reinforced Rigid Pavements under Static Loadijsrd.com
Nowadays, the application of steel fibers in concrete has increased gradually as an engineering material. The knowledge is not only necessary to provide safe, efficient and economic design for the present, but it also to serve as a rational basis for extended future applications. In this study, steel fibre reinforced rigid pavements are analyzed for stresses developed due to Static loads & temperature differentials. All the models are generated and analysis is carried out using the ANSYS software. Comparison of curling stresses in SFRC with conventional concrete is carried out. Parametric study for the effect of change in slab length & slab thickness of pavements on curling stresses is also done. Curling stresses due to Linear & Nonlinear temperature distribution in top & bottom layer of SFRC pavement slabs are also calculated. Frictional stresses in SFRC due to uniform temperature differential are almost same as conventional concrete. Analysis results shows, SFRC develops more stresses as compared to conventional concrete & nonlinear temperature distribution develops more stresses than linear temperature distribution. SFRC pavements are analyzed for Single axle static load for varied thickness and subgrade. Results reveal that the loading stresses are higher, when the load is at the edge region.
The document discusses an experimental and analytical study on the bending capacity of 42 cold-formed channel steel sections according to European design standards. Tensile coupon tests found the steel's average yield strength was 541 MPa, with an average ultimate-to-yield strength ratio of 1.06. Pure bending tests were conducted on the sections, which ranged from simple to complex stiffened designs. The test results were compared to bending capacity calculations in Eurocode 3. While Eurocode 3 allows for inelastic capacity, specifications like AS/NZS 4600 do not. The test data showed some non-slender sections had significant inelastic behavior and capacity beyond yield. Therefore, modifications to Eurocode 3 may be needed for accurate design of
The design of Farm cart 0011 report 1 2020musadoto
This report describes the best designing of a 200cc FARM CART MACHINE which will be useful to the farm fields due to the fact that, the purchase, repair and maintenance are affordable to all level of income earners. Despite the cost effectiveness of the machine, the report also tries to justify that the machine can be used multipurposely as it serves the purposes of been used as farm transport, mowering machine, boom spraying and or mini planter with two rows. All these can be achieved as long as the implements are attached with respect to the power capacity of the farm cart.
The report tells only the design and testing of machine excluding its farm implements design. Some best reviews from other study projects done by other people in the world provided a good reference for designing and implementation of this project. The project is initially costly because it needs to develop a prototype and test the different first ideas.
The project report describes the important of choosing to use the designed farm cart machine compared to other farm machines at the market which are most efficiently to be used by farmers in their fields.
The challenges are inevitable in any project, here in designing of this 200cc farm machine, the major issue is the funding because the fund for this project is from the pocket which is always insufficient as it depends to the meals and accommodation money distribution sponsored from the HIGH EDUCATION STUDENTS LOAN BOARD (HESLB) thus it takes longer to accomplish the project by waiting another quarter of the semester to continue with the project which affects the other part of normal life(in terms of meals and accommodation).
The report recommends that, the department of engineering sciences and technology and Sokoine University of Agriculture as a whole should invest into this technology by utilizing fully the idea and funding the project for more better improvement so as to attain the desired standard that can with stand the different farm field factors. These when taken into consideration there is a possibility to achieve the industrialization policy in our country and thereafter it is a better approach to modern agriculture.
IRRIGATION SYSTEMS AND DESIGN - IWRE 317 questions collection 1997 - 2018 ...musadoto
This document contains sample exam questions for a course on irrigation systems design. It includes multiple choice and short answer questions testing understanding of key irrigation concepts. Some example questions are on pump characteristics, calculating water requirements for drip and sprinkler systems, estimating consumptive water use, and determining system efficiencies. The document provides a compilation of past exam questions from 1997 to 2018 to help students prepare for tests.
This document provides unit-wise assignment questions for the subject Mechanics of Materials compiled by Hareesha N G, an assistant professor at Dayananda Sagar College of Engineering. It includes questions covering topics in three units: simple stress and strain, stress in composite sections, and compound stresses. The questions are intended to help students learn and practice key concepts in mechanics of materials through problem solving. There are a total of 10 questions listed for each unit, addressing topics such as stress-strain behavior, thermal stresses, principal stresses, and Mohr's circle analysis. The document aims to equip students with practice questions to solidify their understanding of mechanics of materials.
This document contains 36 problems related to mechanics of solids dealing with topics like normal stress, shearing stress, axial deformation, shearing deformation, and statically indeterminate members. The problems involve calculating stresses, strains, loads, diameters, thicknesses, and other values using given structural properties and load/force information. Equations related to stress, strain, elasticity, and structural analysis are applied to solve the engineering problems.
This document contains a tutorial sheet with questions about strength of materials and simple uniaxial stress and strain. It provides the questions, worked answers to the first 7 questions, and poses questions 8 through 12 for students to work on individually. The questions calculate various mechanical properties of materials like Young's modulus, yield stress, ultimate stress, elongation, stress, strain, and modulus of elasticity when given dimensional and loading information for different structural components and materials like steel, brass, aluminum, and wires.
SOM LECTURE Student coordinators contributesivaenotes
This document contains a practice session on strength of materials with 12 multiple choice questions. An expert named Lamiya Naseem who has over 3 years of teaching experience and has mentored over 50,000 students is providing online classes, study material, test preparation and personalized guidance through an education platform. Information about subscription plans and contact details are also provided.
This document contains the questions for a design of steel structures exam. It has two parts - Part A contains 1 question worth 28 marks and Part B contains 7 questions worth 3x14=42 marks. The Part A question involves designing a plated beam section to carry a specified load. Part B questions involve designing structural elements like a column base, diagonal tension member, compound column, tie member welds, and explaining plastic analysis and limit states. Students must answer 1 question from Part A and 3 questions from Part B. Standard design codes and tables can be used.
This document contains 8 questions on the topics of mechanics of solids for a B.Tech exam. Question 1 has two parts asking about (a) finding the size and length of a middle tie bar portion given stress and extension values, and (b) calculating the extension of a rod with a varying width. Question 2 asks to analyze a beam shown in a figure by drawing shear force, bending moment, and thrust diagrams. The remaining questions cover additional topics like simple bending, stresses in beams and cylinders, truss analysis methods, and deflection calculations.
This document contains important questions and answers related to the subject of Strength of Materials. It is divided into multiple parts and units. It includes questions related to engineering materials, deformation of metals, geometric properties of sections and thin shells, and theory of torsion and springs. The questions range from definitions and concepts to practical problems involving calculations. The document is intended to serve as a question bank for students studying Strength of Materials.
This document appears to be an exam for a Strength of Materials course, as it contains multiple choice and numerical problems relating to concepts in strength of materials. It begins with 10 short answer questions worth 2 marks each [Part A]. It then lists 5 problems worth 16 marks each [Part B], covering topics such as stresses and strains in rods due to tensile forces, shear force and bending moment diagrams, stresses and deflections in beams, stresses and deflections in springs, stresses and failures in compression members, and principal stresses. The document provides data and asks students to show working to calculate values for stresses, strains, deflections, loads, and other strength of materials variables. It aims to test students' understanding and application of key
This is my M.Tech Project presentation. The project was carried out at R.V College of Engineering and B.M.S College of Engineering, Bangalore. In this project, the axial load carrying capacity of CFST Columns was studied and the experimental results were compared with Eurocode-4 and AISC-LRFD-2005. The flexural capacity of CFST frames was also carried out.
This document contains a 4 question unit test on mechanical engineering concepts. Question 1 asks to define Hook's law, modulus of elasticity, and draw a stress-strain diagram for mild steel. Question 2 involves calculating the maximum load a reinforced concrete column can support given the stress limits in the steel and concrete. Question 3 requires determining reactions and stresses in a steel bar with an applied axial force. Question 4 is about finding the safe load on a steel plate supported by 3 concrete posts of different lengths.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
This document provides an overview of various welding techniques including resistance welding, laser beam welding, electron beam welding, friction welding, and explosion welding. It discusses the principles, advantages, limitations, and applications of each process. For resistance welding specifically, it describes different types such as spot welding, seam welding, and projection welding. It also provides examples of heat and efficiency calculations for resistance welding.
This document describes a 1957 patent for an electron tube with a ceramic envelope. It details improvements to the joint structure connecting the ceramic and metal parts, allowing for differences in thermal expansion without compromising the vacuum seal. Thin metal sealing flanges are used at the grid terminal and anode, with inturned lips brazed to the ceramic. This allows the flanges to flex with thermal changes while the ceramic is rigidly supported by abutting the metal parts.
This document describes a 1957 patent for an electron tube with a ceramic envelope. It details improvements to the joint structure connecting the ceramic and metal parts, allowing for differences in thermal expansion without compromising the vacuum seal. Thin metal sealing flanges are used at the grid terminal and anode, with inturned lips brazed to the ceramic. This allows the flanges to flex with thermal changes while the ceramic is rigidly supported by abutting the metal parts.
The document contains 8 questions related to strength of materials. Question 1 asks about stresses in a reinforced concrete column under a load. Question 2 asks about drawing shear force and bending moment diagrams for a beam. Question 3 compares flexural strength of an I-section beam to a circular beam of the same material and area.
This document provides information for a design of steel structures exam, including instructions, exam sections, and design problems. It has two parts:
Part A contains one question worth 28 marks, asking to design a simply supported steel beam or welded plate girder.
Part B contains three questions worth 14 marks each, covering the design of a bracket connection, built-up column with lacing, gusseted base plate, and steel beam or purlin sections.
The document provides necessary design loads, dimensions, materials, and other requirements to solve the provided structural steel element design problems.
Analytical Study of Steel Fibre Reinforced Rigid Pavements under Static Loadijsrd.com
Nowadays, the application of steel fibers in concrete has increased gradually as an engineering material. The knowledge is not only necessary to provide safe, efficient and economic design for the present, but it also to serve as a rational basis for extended future applications. In this study, steel fibre reinforced rigid pavements are analyzed for stresses developed due to Static loads & temperature differentials. All the models are generated and analysis is carried out using the ANSYS software. Comparison of curling stresses in SFRC with conventional concrete is carried out. Parametric study for the effect of change in slab length & slab thickness of pavements on curling stresses is also done. Curling stresses due to Linear & Nonlinear temperature distribution in top & bottom layer of SFRC pavement slabs are also calculated. Frictional stresses in SFRC due to uniform temperature differential are almost same as conventional concrete. Analysis results shows, SFRC develops more stresses as compared to conventional concrete & nonlinear temperature distribution develops more stresses than linear temperature distribution. SFRC pavements are analyzed for Single axle static load for varied thickness and subgrade. Results reveal that the loading stresses are higher, when the load is at the edge region.
The document discusses an experimental and analytical study on the bending capacity of 42 cold-formed channel steel sections according to European design standards. Tensile coupon tests found the steel's average yield strength was 541 MPa, with an average ultimate-to-yield strength ratio of 1.06. Pure bending tests were conducted on the sections, which ranged from simple to complex stiffened designs. The test results were compared to bending capacity calculations in Eurocode 3. While Eurocode 3 allows for inelastic capacity, specifications like AS/NZS 4600 do not. The test data showed some non-slender sections had significant inelastic behavior and capacity beyond yield. Therefore, modifications to Eurocode 3 may be needed for accurate design of
The design of Farm cart 0011 report 1 2020musadoto
This report describes the best designing of a 200cc FARM CART MACHINE which will be useful to the farm fields due to the fact that, the purchase, repair and maintenance are affordable to all level of income earners. Despite the cost effectiveness of the machine, the report also tries to justify that the machine can be used multipurposely as it serves the purposes of been used as farm transport, mowering machine, boom spraying and or mini planter with two rows. All these can be achieved as long as the implements are attached with respect to the power capacity of the farm cart.
The report tells only the design and testing of machine excluding its farm implements design. Some best reviews from other study projects done by other people in the world provided a good reference for designing and implementation of this project. The project is initially costly because it needs to develop a prototype and test the different first ideas.
The project report describes the important of choosing to use the designed farm cart machine compared to other farm machines at the market which are most efficiently to be used by farmers in their fields.
The challenges are inevitable in any project, here in designing of this 200cc farm machine, the major issue is the funding because the fund for this project is from the pocket which is always insufficient as it depends to the meals and accommodation money distribution sponsored from the HIGH EDUCATION STUDENTS LOAN BOARD (HESLB) thus it takes longer to accomplish the project by waiting another quarter of the semester to continue with the project which affects the other part of normal life(in terms of meals and accommodation).
The report recommends that, the department of engineering sciences and technology and Sokoine University of Agriculture as a whole should invest into this technology by utilizing fully the idea and funding the project for more better improvement so as to attain the desired standard that can with stand the different farm field factors. These when taken into consideration there is a possibility to achieve the industrialization policy in our country and thereafter it is a better approach to modern agriculture.
IRRIGATION SYSTEMS AND DESIGN - IWRE 317 questions collection 1997 - 2018 ...musadoto
This document contains sample exam questions for a course on irrigation systems design. It includes multiple choice and short answer questions testing understanding of key irrigation concepts. Some example questions are on pump characteristics, calculating water requirements for drip and sprinkler systems, estimating consumptive water use, and determining system efficiencies. The document provides a compilation of past exam questions from 1997 to 2018 to help students prepare for tests.
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] a...musadoto
With reference to a construction site visited recently, describe in details key features
that can be observed on site as follows
Foundations backfilling, hardcore, soil treatment, DPM and BRC works prior
to pouring oversite concrete
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] and BRC for engineers (civil)
BASICS OF COMPUTER PROGRAMMING-TAKE HOME ASSIGNMENT 2018musadoto
Self- Check 1
Which of the following are Pascal reserved words, standard identifiers, valid identifiers, invalid identifiers?
end ReadLn Bill
program Sues‟s Rate
Start begin const
Y=Z Prog#2 &Up
First Name „MaxScores‟ A*B
CostaMesa,CA Barnes&Noble CONST
XYZ123 ThisIsALongOne 123XYZANSWER
ANSWERS
Paschal reserved words:
begin, end, program, Start, CONST, const
Standard identifiers:
ReadLn, „MaxScores‟, Bill, Rate
Valid identifiers:
XYZ123, ThisIsALongOne, A*B, Y=Z, CostaMesa, CA, First Name
Invalid identifiers:
123XYZ, Sues‟s, &UpFirstName, Barnes&Noble, Prog#2
Self- Check 2
Which of the following literal values are legal and what are their types? Which are illegal and why?
15 „XYZ‟ „*‟
$25.123 15; -999
.123 „x‟ “X”
„9‟ „-5‟ True
ANSWER:
The following values are legal and their type
Legal
Type
Illegal
15
Integer literal
$25.123
„XYZ‟
String Literal
.123
„X‟
Character Literal
„9‟
True
Boolean Literal
15;
-999
Integer Literal
-„5‟
Operator literal
„*‟
TP- Lecture 4.2
Self- Checked 1
Which of the following are valid program headings? Which are invalid and why?
(i) Program program; - INVALID using reserved ID
(ii) program 2ndCourseInCS; -INVALID because starts with digit
(iii) program PascalIsFun;- VALID program heading
(iv) program Rainy Day; -INVALID – contains space
Self- Checked 2
Rewrite the following code so that it has no syntax errors and follows the writing conventions we adopted
(i) Program SMALL;
VAR X, Y, Z : real;
BEGIN
Y := 15.0;
Z := -Y + 3.5;
X :=Y + z;
writeln (x, Y, z);
END.
ANSWER:
Program
ENGINEERING SYSTEM DYNAMICS-TAKE HOME ASSIGNMENT 2018musadoto
1. Read Chapter 4 – System Dynamics for Mechanical Engineers by Matthew Davies and Tony L. Schmitz and implement Examples 4.1 to 4.12 in Matlab.
2. Read Chapter 7 – System Dynamics for Mechanical Engineers by Matthew Davies and Tony L. Schmitz and implement Examples 7.1 to 7.11 in Matlab.
3. Read Chapter 9 – System Dynamics for Mechanical Engineers by Matthew Davies and Tony L. Schmitz and implement Examples 9.1 to 9.6 in Matlab.
4. Read Chapter 11 – System Dynamics for Mechanical Engineers by Matthew Davies and Tony L. Schmitz and implement Examples 11.1 to 11.7 in Matlab.
5. Read Chapter 2 - System Dynamics for Engineering Students: Concepts and Applications by Nicolae Lobontiu and attempt problem 2.18 (page 63).
6. Read Chapter 3 - System Dynamics for Engineering Students: Concepts and Applications by Nicolae Lobontiu and attempt problem 3.13 (pp 98 - 100).
7. Read Chapter 4 - System Dynamics for Engineering Students: Concepts and Applications by Nicolae Lobontiu and attempt problem 4.20 (page 146).
8. Read Chapter 5 - System Dynamics for Engineering Students: Concepts and Applications by Nicolae Lobontiu and attempt problems 5.15 (page 198), 5.21 (pp 199 - 200) and 5.27 (pp 201 – 202).
Hardeninig of steel (Jominy test)-CoET- udsmmusadoto
The document describes a Jominy end-quench test experiment to measure the hardenability of two steel samples. Steel samples A and C were heated to the austenite temperature and quenched with water at one end. Hardness measurements using the Rockwell C scale were taken at intervals along the samples. Sample A showed little variation in hardness, while hardness decreased with distance from the quenched end for sample C. A graph of hardness versus distance revealed that sample A has higher hardenability, retaining hardness further from the quenched end. The hardenability indices at 50HRC were determined to be 2mm, 5mm, and 6.5mm from the graph.
1.1 The aim of the experiment
The aim of the experiment is to test the usefulness of the ultrasonic waves, by passing them through different
solids one can find out a lot of physical properties like young’s modulus , defects, Poisson ratio, Velocity of
sound in respective material this is due to the response of the received ultrasonic waves.
1.2 Theory of experiment
Ultrasonic testing (UT) is a family of non-destructive testing (NDT) techniques based on the propagation of ultrasonic waves in the object or material tested. In most common UT applications, very short ultrasonic pulse-waves with center frequencies ranging from 0.1-15 MHz, and occasionally up to 50 MHz, are transmitted into materials to detect internal flaws or to characterize materials. A common example is ultrasonic thickness measurement, which tests the thickness of the test object, for example, to monitor pipework corrosion.
Ultrasonic testing is often performed on steel and other metals and alloys, though it can also be used on concrete, wood and composites, albeit with less resolution. It is used in many industries including steel and aluminium construction, metallurgy, manufacturing, aerospace, automotive and other transportation sectors.
Ae 219 - BASICS OF PASCHAL PROGRAMMING-2017 test manual solutionmusadoto
Whether the Pascal program is small or large, it must have a specific structure. This
program consists mainly of one statement (WRITELN) which does the actual work
here, as it displays whatever comes between the parentheses. The statement is
included inside a frame starting with the keyword BEGIN and ending with the keyword
END. This is called the program main body (or the program block) and usually
contains the main logic of data processing.
1. The background of Fluid Mechanics
2. Fields of Fluid mechanics
3. Introduction and Basic concepts
4. Properties of Fluids
5. Pressure and fluid statics
6. Hydrodynamics
Fluid mechanics (a letter to a friend) part 1 ...musadoto
1. The background of Fluid Mechanics
2. Fields of Fluid mechanics
3. Introduction and Basic concepts
4. Properties of Fluids
5. Pressure and fluid statics
6. Hydrodynamics
Fluids mechanics (a letter to a friend) part 1 ...musadoto
1. The background of Fluid Mechanics
2. Fields of Fluid mechanics
3. Introduction and Basic concepts
4. Properties of Fluids
5. Pressure and fluid statics
6. Hydrodynamics
Fresh concrete -building materials for engineersmusadoto
CONCRETE
is a building Material made from a mixture of gravel ,sand ,cement,water and air ,forming a stone like mass on hardenning.
FRESH CONCRETE
It is a concrete that has not reached the final setting time.
Course Contents:
Introduction; Linear measurements; Analysis and adjustment of measurements, Survey methods: coordinate systems, bearings, horizontal control, traversing, triangulation, detail surveying; Orientation and position; Areas and volumes; Setting out; Curve ranging; Global Positioning system (GPS); Photogrammetry.
Fresh concrete -building materials for engineersmusadoto
General introduction
CONCRETE
is a building Material made from a mixture of gravel ,sand ,cement,water and air ,forming a stone like mass on hardenning.
FRESH CONCRETE
It is a concrete that has not reached the final setting time.
DIESEL ENGINE POWER REPORT -AE 215 -SOURCES OF FARM POWERmusadoto
The diesel engine (also known as a compression-ignition or CI engine), named after Rudolf Diesel, is an internal combustion engine in which ignition of the fuel which is injected into the combustion chamber is caused by the elevated temperature of the air in the cylinder due to mechanical compression (adiabatic compression). Diesel engines work by compressing only the air. This increases the air temperature inside the cylinder to such a high degree that atomised diesel fuel that is injected into the combustion chamber ignites spontaneously. This contrasts with spark-ignition engines such as a petrol engine (gasoline engine) or gas engine (using a gaseous fuel as opposed to petrol), which use a spark plug to ignite an air-fuel mixture. In diesel engines, glow plugs (combustion chamber pre-warmers) may be used to aid starting in cold weather, or when the engine uses a lower compression-ratio, or both. The original diesel engine operates on the "constant pressure" cycle of gradual combustion and produces no audible knock.
A diesel engine built by MAN AG in 1906
Detroit Diesel timing
Fairbanks Morse model 32
The diesel engine has the highest thermal efficiency (engine efficiency) of any practical internal or external combustion engine due to its very high expansion ratio and inherent lean burn which enables heat dissipation by the excess air. A small efficiency loss is also avoided compared to two-stroke non-direct-injection gasoline engines since unburned fuel is not present at valve overlap and therefore no fuel goes directly from the intake/injection to the exhaust. Low-speed diesel engines (as used in ships and other applications where overall engine weight is relatively unimportant) can have a thermal efficiency that exceeds 50%.[1][2
Farm and human power REPORT - AE 215-SOURCES OF FARM POWER musadoto
Farm is an area of land and its building, used for growing crops a rearing of animals or an area of land
that is devoted primarily of agricultural process with the primary objective of producing food and other
commercial crops. Or an area of water that is devoted primarily to agricultural process in order to
produce and manage such commodities as fibers, grains, livestock or fuel.
The process of working the ground, planting seeds and growing of planting known as farming.it can
described s raising of animals for milk and meat as farming.
ENGINE POWER PETROL REPORT-AE 215-SOURCES OF FARM POWERmusadoto
What is an Engine?
Before knowing about how the Petrol Engine works, let's first understand what an engine is. This is common for both petrol and diesel engines alike. An engine is a power generating machine which converts potential energy of the fuel into heat energy and then into motion. It produces power and also runs on its own power.
The engine generates its power by burning the fuel in a self-regulated and controlled „Combustion‟ process. The combustion process involves many sub-processes which burn the fuel efficiently and results in the smooth running of the engine.
These processes include:
The suction of air (also known as breathing or aspiration).
Mixing of the fuel with air after breaking the liquid fuel into highly atomized / mist form.
Igniting the air-fuel mixture with a spark (petrol engine).
Burning of highly atomized fuel particles which results in releasing / ejection of heat energy.
How does an Engine work?
The engine converts Heat Energy into Kinetic Energy in the form of „Reciprocating Motion‟. The expansion of heated gases and their forces act on the engine pistons. The gases push the pistons downwards which results in reciprocating motion of pistons.
This motion of the piston enables the crank-shaft to rotate. Thus, it finally converts the reciprocating motion into the 'Rotary motion' and passes on to wheels.
A petrol engine (known as a gasoline engine in American English) is an internal combustion engine with spark-ignition, designed to run on petrol (gasoline) and similar volatile fuels.
In most petrol engines, the fuel and air are usually mixed after compression (although some modern petrol engines now use cylinder-direct petrol injection). The pre-mixing was formerly done in a carburetor, but now it is done by electronically controlled fuel injection, except in small engines where the cost/complication of electronics does not justify the added engine efficiency. The process differs from a diesel engine in the method of mixing the fuel and air, and in using spark plugs to initiate the combustion process. In a diesel engine, only air is compressed
TRACTOR POWER REPORT -AE 215 SOURCES OF FARM POWER 2018musadoto
A tractor is an engineering vehicle specifically designed to deliver a high tractive effort (or torque) at slow speeds, for the purposes of hauling a trailer or machinery used in agriculture or construction. Most commonly, the term is used to describe a farm vehicle that provides the power and traction to mechanize agricultural tasks, especially (and originally) tillage, but nowadays a great variety of tasks. Agricultural implements 0may be towed behind or mounted on the tractor, and the tractor may also provide a source of power if the implement is mechanised.
The word Tractor is derived prior to 1900, the Machine were known as traction motor (pulling-machine).After the year 1900 both the words are joined by taking ‘Tract’ from Traction and ‘Tor” from motor calling it a Tractor.
In our Country tractors were started manufacturing in real sense after independence and at present we are self-sufficient in meeting demand of country’s requirement for tractors. Our country is basically an agricultural country where 75% of our population is directly or indirectly connected with agriculture. This cannot be produced with our conventional bullock pulled agricultural implements. Tractor is one of the basic agricultural machines
used for speeding up agriculture production.
WIND ENERGY REPORT AE 215- 2018 SOURCES OF FARM POWERmusadoto
Wind is the flow of gases on large scale. On the surface of the earth, wind consists of the bulk movement of air. In outer space, solar wind is the movement of gases and charged particles from the sun though space, while planetary wind is the outgassing of light chemical from a planet’s atmosphere into space. Wind by their spatial scale, their speed, the type of force that cause them, the region in which they occur and their effect. The strongest observed winds on planet in solar system occur on Neptune and Saturn. Winds have various aspects, an important one being its velocity, density of the gas involved and energy content of the wind.
Wind is almost entirely caused by the effects of the sun which, each hour, delivers 175 million watts of energy to the earth. This energy heats the planet’s surface, most intensively at the equator, which causes air to rise. This rising air creates an area of low pressure at the surface into which cooler air is sucked, and it is this flow of air that we know as “wind”. In reality atmospheric circulation is much more complicated and, after rising at the equator air travels pole wards. As it travels the air cools and eventually descends to the earth’s surface at about 30° latitude (north and south), from where it returns once again to the equator (a closed loop known as a Hadley Cell). Similar cells exist between 30° and 60° latitude (the Ferrell Cells) and between 60° latitude and each of the poles (the Polar Cells). Within these cells, the flow of air is further impacted by the rotation of the earth or the "Coriolis Effect". This effect creates a sideways force which causes air to circulate anticlockwise around areas of low pressure in the northern hemisphere and clockwise in the southern hemisphere
In summary, the origin of winds may be traced basically to uneven heating of the earth’s surface due to sun. This may lead to circulation of widespread winds on a global basis, producing planetary winds or may have a limited influence in a smaller area to cause local winds.
Reimagining Your Library Space: How to Increase the Vibes in Your Library No ...Diana Rendina
Librarians are leading the way in creating future-ready citizens – now we need to update our spaces to match. In this session, attendees will get inspiration for transforming their library spaces. You’ll learn how to survey students and patrons, create a focus group, and use design thinking to brainstorm ideas for your space. We’ll discuss budget friendly ways to change your space as well as how to find funding. No matter where you’re at, you’ll find ideas for reimagining your space in this session.
ISO/IEC 27001, ISO/IEC 42001, and GDPR: Best Practices for Implementation and...PECB
Denis is a dynamic and results-driven Chief Information Officer (CIO) with a distinguished career spanning information systems analysis and technical project management. With a proven track record of spearheading the design and delivery of cutting-edge Information Management solutions, he has consistently elevated business operations, streamlined reporting functions, and maximized process efficiency.
Certified as an ISO/IEC 27001: Information Security Management Systems (ISMS) Lead Implementer, Data Protection Officer, and Cyber Risks Analyst, Denis brings a heightened focus on data security, privacy, and cyber resilience to every endeavor.
His expertise extends across a diverse spectrum of reporting, database, and web development applications, underpinned by an exceptional grasp of data storage and virtualization technologies. His proficiency in application testing, database administration, and data cleansing ensures seamless execution of complex projects.
What sets Denis apart is his comprehensive understanding of Business and Systems Analysis technologies, honed through involvement in all phases of the Software Development Lifecycle (SDLC). From meticulous requirements gathering to precise analysis, innovative design, rigorous development, thorough testing, and successful implementation, he has consistently delivered exceptional results.
Throughout his career, he has taken on multifaceted roles, from leading technical project management teams to owning solutions that drive operational excellence. His conscientious and proactive approach is unwavering, whether he is working independently or collaboratively within a team. His ability to connect with colleagues on a personal level underscores his commitment to fostering a harmonious and productive workplace environment.
Date: May 29, 2024
Tags: Information Security, ISO/IEC 27001, ISO/IEC 42001, Artificial Intelligence, GDPR
-------------------------------------------------------------------------------
Find out more about ISO training and certification services
Training: ISO/IEC 27001 Information Security Management System - EN | PECB
ISO/IEC 42001 Artificial Intelligence Management System - EN | PECB
General Data Protection Regulation (GDPR) - Training Courses - EN | PECB
Webinars: https://pecb.com/webinars
Article: https://pecb.com/article
-------------------------------------------------------------------------------
For more information about PECB:
Website: https://pecb.com/
LinkedIn: https://www.linkedin.com/company/pecb/
Facebook: https://www.facebook.com/PECBInternational/
Slideshare: http://www.slideshare.net/PECBCERTIFICATION
A review of the growth of the Israel Genealogy Research Association Database Collection for the last 12 months. Our collection is now passed the 3 million mark and still growing. See which archives have contributed the most. See the different types of records we have, and which years have had records added. You can also see what we have for the future.
How to Build a Module in Odoo 17 Using the Scaffold MethodCeline George
Odoo provides an option for creating a module by using a single line command. By using this command the user can make a whole structure of a module. It is very easy for a beginner to make a module. There is no need to make each file manually. This slide will show how to create a module using the scaffold method.
A workshop hosted by the South African Journal of Science aimed at postgraduate students and early career researchers with little or no experience in writing and publishing journal articles.
How to Manage Your Lost Opportunities in Odoo 17 CRMCeline George
Odoo 17 CRM allows us to track why we lose sales opportunities with "Lost Reasons." This helps analyze our sales process and identify areas for improvement. Here's how to configure lost reasons in Odoo 17 CRM
How to Make a Field Mandatory in Odoo 17Celine George
In Odoo, making a field required can be done through both Python code and XML views. When you set the required attribute to True in Python code, it makes the field required across all views where it's used. Conversely, when you set the required attribute in XML views, it makes the field required only in the context of that particular view.
Strategies for Effective Upskilling is a presentation by Chinwendu Peace in a Your Skill Boost Masterclass organisation by the Excellence Foundation for South Sudan on 08th and 09th June 2024 from 1 PM to 3 PM on each day.
1. 1
Sokoine University of Agriculture
Department of Engineering Sciences and Technology
AE 211: STRENGTH OF MATERIALS
[AGE2/BPE2/IWRE2 – Semester 3]
TUTORIAL SHEET No. 3: [2017/18]
COMPOSITE STRUCTURES & THERMAL STRESSES
Question 1: In a construction site, a concrete column is being erected with its cross-section
area being of 50 cm square and reinforced with four steel rods, each of 2.5 cm diameter
embedded in the concrete near the corners of the square. Estimate the compressive
stresses in the steel and concrete when the total thrust on the column is 1MN. Assume
Young’s Modulus for steel and concrete as being 200 GPa and 14 GPa respectively.
Question 2: A uniform beam weighs 500 N and is maintained in a horizontal position by
three vertical wires, one attached to each end of the beam, and the third one at mid-length.
The outer wires are made of brass of diameter 1.25 mm while the middle wire is made of
steel of diameter 0.625 mm. Assuming that the beam is rigid and the wires are of the same
length and unstressed before the beam is attached, estimate the stresses in the wires. Take
E for brass and steel as being 85 and 200 GPa respectively.
Question 3: Two prismatic bars are rigidly fastened together and support a vertical load
of 45 kN. The upper bar which is fixed to the roof is made of steel having a length of 10m
and cross-sectional area 60 cm2
. The lower bar which is hanging freely at its other end, is
made of brass having a length of 6 m and cross-sectional area 50 cm2
. Determine the
maximum stress in each part of the bar if E for steel and brass are 200 and 100 GPa
respectively and their specific densities are 84 and 77 kN/m3
respectively.
Question 4: A steel tube is tightly surrounding a solid aluminum cylinder. The assembly
is being compressed between two cover plates by a force P = 200 kN. The aluminum
cylinder is 8 cm in diameter and the outside diameter of the steel tube is 9.2 cm. Find the
stresses in the steel and aluminum components given that E for steel and aluminum is
200 and 80 GPa respectively.
2. 2
Question 5: A brass rod of 6 mm diameter and 1 m long is joined at one end to a steel rod
of 6 mm diameter and 1.3 m long. The compound rod is then placed in a vertical position
with the steel rod at the top and connected both at the top and bottom to rigid fixings in
such a way that it is carrying a load of 3.5 kN. An attachment is then fixed at the junction
of two rods and to this an axial load of 1.3 kN is applied downwards. Calculate the
stresses in the steel and brass rods given that E for steel and brass are 200 and 85 GPa
respectively.
Question 6:. A steel rod 15 m long is at a temperature of 150
C. Find the free expansion of
the rod when the temperate is raised to 650
C. Also calculate the temperature stress
produced when: (a) the expansion of the rod is prevented and (b) The rod is permitted to
expand by 6 mm. Assume the Coefficient for Thermal Expansion as 12x10-6
per 0
C and
Modulus of Elasticity for steel as 200GPa.
Question 7: An aluminum rod which is 22mm in diameter has screws at its ends, and
passes through a steel tube which is 25mm internal diameter and 3mm wall thickness.
Both are heated to a temperature of 1400
C, when the nuts are screwed lightly on to the
ends of the tube. Estimate the stress in the tube when the common temperature has fallen
to 200
C. Assume E for steel and aluminum is 200 and 70 GPa respectively while coefficient
of linear expansion is 1.2x10-5
and 2.3x10-5
per 0
C respectively.
Question 8: A flat aluminum which is 25 mm wide and 5 mm thick is placed between
two steel bars each 25 mm wide and 10 mm thick to form a composite bar of dimensions
25mm x 25mm. The three bars are fastened together at their ends when the temperature
is 150
C. Find the stress in each of the materials when the temperature of the whole
assembly is raised to 550
C. If at the new temperature a compressive load of 30 KN is
applied to the composite bar determine the final stresses in the steel and aluminum.
Assume E for steel as 200GPa while that of the aluminum is one third that of steel and
the coefficients of linear expansion for steel and aluminum are 1.2x10-5
and 2.3x10-5
per
0
C respectively.
&&&&&&&&&
GCM/lm/AE211 – 15th November 2017