Analysis And Design Of G+7 Story Building Using E-tabs SoftwareIRJET Journal
This document analyzes and designs a 7-story building using ETABS software. It models the building with and without a base isolation system. Time history analyses are conducted using earthquake records to compare the seismic responses. Base isolation is found to reduce base shear, story acceleration, drift, and column/beam forces compared to a fixed base structure. The document outlines the building specifications, modeling methodology, analysis results for shear/moments, reinforcement design, and time history analysis outputs like displacement and acceleration. It concludes that base isolation improves seismic performance by decreasing seismic demands.
This document discusses key concepts in strength of materials including stress, strain, true stress and strain, stress-strain curves, tensile and compressive stress, lateral and volumetric strain, Poisson's ratio, Young's modulus, modulus of rigidity, ductile and brittle materials. Some key points covered are:
- True stress is calculated based on the instantaneous area during loading while engineering stress uses the original area.
- Stress-strain curves relate the stress and strain in a material.
- Ductile materials exhibit a large percentage of elongation before failure while brittle materials break suddenly with little yielding.
- Properties like Young's modulus, shear modulus, and Poisson's ratio describe a material's elastic properties
Strength of Materials-Shear Force and Bending Moment Diagram.pptxDr.S.SURESH
The document discusses transverse loading on beams and stress in beams. It defines different types of beams including cantilever, simply supported, overhanging, and continuous beams. It also defines types of loads such as point loads and uniformly distributed loads. It explains shear force as the sum of vertical forces on one side of a point on the beam. Bending moment is defined as the sum of moments due to vertical forces. Shear force diagrams and bending moment diagrams are used to show shear force and bending moment at every section of the beam due to transverse loading. An example problem is provided to illustrate calculating and drawing the shear force and bending moment diagrams for a cantilever beam with a point load.
The document discusses plate bending theory and the stress-strain hypothesis. Some key points:
1) Plate bending theory studies the behavior of thin, flat plates under external loads and is based on the assumption that plates are very thin compared to their other dimensions and undergo small deformations.
2) The stress-strain hypothesis relates the stress in a plate to the strain it undergoes, assuming stress is proportional to strain via the modulus of elasticity. It also assumes normal stress is proportional to curvature and shear stress is proportional to the rate of change of curvature.
3) The stress-strain hypothesis allows derivation of equations relating external loads on a plate to resulting deformations and stresses, using the principle of virtual work
Ala dom vibartion transmibilty and isolation.pptx sem 6th gtu vibrationShrey Patel
dynamics of machinery
ALA ppt DOM
Vibration Transmibility and Isolation
force transmibility methods of reducing vibration amplitude
types of isolating material types of isolators
BE Mechanical sem 6th
itm gtu
This document provides an introduction to axial deformations in structural members under uniaxial loading. It discusses normal stress, shear stress, and bearing stress. It also covers strain, stress on inclined planes, and deformation of axially loaded members. Examples are provided to calculate stresses in pinned connections and determine stresses on inclined planes of a loaded bar. The key topics covered are stress definitions and calculations, Saint-Venant's principle, stress transformations on inclined planes, and introduction of strain as a measure of deformation.
Analysis And Design Of G+7 Story Building Using E-tabs SoftwareIRJET Journal
This document analyzes and designs a 7-story building using ETABS software. It models the building with and without a base isolation system. Time history analyses are conducted using earthquake records to compare the seismic responses. Base isolation is found to reduce base shear, story acceleration, drift, and column/beam forces compared to a fixed base structure. The document outlines the building specifications, modeling methodology, analysis results for shear/moments, reinforcement design, and time history analysis outputs like displacement and acceleration. It concludes that base isolation improves seismic performance by decreasing seismic demands.
This document discusses key concepts in strength of materials including stress, strain, true stress and strain, stress-strain curves, tensile and compressive stress, lateral and volumetric strain, Poisson's ratio, Young's modulus, modulus of rigidity, ductile and brittle materials. Some key points covered are:
- True stress is calculated based on the instantaneous area during loading while engineering stress uses the original area.
- Stress-strain curves relate the stress and strain in a material.
- Ductile materials exhibit a large percentage of elongation before failure while brittle materials break suddenly with little yielding.
- Properties like Young's modulus, shear modulus, and Poisson's ratio describe a material's elastic properties
Strength of Materials-Shear Force and Bending Moment Diagram.pptxDr.S.SURESH
The document discusses transverse loading on beams and stress in beams. It defines different types of beams including cantilever, simply supported, overhanging, and continuous beams. It also defines types of loads such as point loads and uniformly distributed loads. It explains shear force as the sum of vertical forces on one side of a point on the beam. Bending moment is defined as the sum of moments due to vertical forces. Shear force diagrams and bending moment diagrams are used to show shear force and bending moment at every section of the beam due to transverse loading. An example problem is provided to illustrate calculating and drawing the shear force and bending moment diagrams for a cantilever beam with a point load.
The document discusses plate bending theory and the stress-strain hypothesis. Some key points:
1) Plate bending theory studies the behavior of thin, flat plates under external loads and is based on the assumption that plates are very thin compared to their other dimensions and undergo small deformations.
2) The stress-strain hypothesis relates the stress in a plate to the strain it undergoes, assuming stress is proportional to strain via the modulus of elasticity. It also assumes normal stress is proportional to curvature and shear stress is proportional to the rate of change of curvature.
3) The stress-strain hypothesis allows derivation of equations relating external loads on a plate to resulting deformations and stresses, using the principle of virtual work
Ala dom vibartion transmibilty and isolation.pptx sem 6th gtu vibrationShrey Patel
dynamics of machinery
ALA ppt DOM
Vibration Transmibility and Isolation
force transmibility methods of reducing vibration amplitude
types of isolating material types of isolators
BE Mechanical sem 6th
itm gtu
This document provides an introduction to axial deformations in structural members under uniaxial loading. It discusses normal stress, shear stress, and bearing stress. It also covers strain, stress on inclined planes, and deformation of axially loaded members. Examples are provided to calculate stresses in pinned connections and determine stresses on inclined planes of a loaded bar. The key topics covered are stress definitions and calculations, Saint-Venant's principle, stress transformations on inclined planes, and introduction of strain as a measure of deformation.
This document provides an overview of structural steel design and connections. It discusses the benefits of steel structures, common lateral load resisting systems like braced and rigid frames, and types of bracing configurations. It also examines different types of steel frame connections including simple, moment, and eccentric braced connections. Design considerations and capacity equations for moment connections are presented.
The document discusses the endurance limit of materials, which is the property where a material shows no evidence of fracture when subjected to repetitive cyclic loading. It explains that endurance limit is determined through conventional fatigue testing using rotating-bending or uniaxial tension-compression cycling to create stress-cycle (S-N) diagrams. The diagrams show that some materials like mild steel exhibit a clear endurance limit where stress becomes constant as the number of load cycles increases.
Lecture 9 shear force and bending moment in beamsDeepak Agarwal
The document discusses stresses in beams. It covers topics like shear force and bending moment diagrams, bending stresses, shear stresses, deflection, and torsion. Beams are structural members subjected to transverse forces that induce bending. Stresses and strains are created within beams when loaded. Shear forces and bending moments allow determining these internal stresses and maintaining equilibrium. Formulas are provided for calculating shear forces and bending moments in different beam configurations like cantilevers, simply supported beams, and beams with various load types.
This document discusses bending stresses in beams. It defines simple or pure bending as when a beam experiences zero shear force and constant bending moment over a length. For simple bending, the stress distribution can be calculated using beam theory. The key points are:
- Bending stresses are introduced due to bending moments and are highest at the extreme fibers furthest from the neutral axis.
- The neutral axis experiences no bending stress and its location is defined by the centroidal axis of the beam cross-section.
- Bending stress is directly proportional to the distance from the neutral axis. The stress distribution follows σ = My/I, where M is the bending moment, y is the distance from neutral axis, and I is
Chapter-1 Concept of Stress and Strain.pdfBereketAdugna
The document discusses concepts of stress and strain in materials. It defines stress as an internal force per unit area within a material. Stress can be normal (perpendicular to the surface) or shear (parallel to the surface). Normal stress can be tensile or compressive. Strain is a measure of deformation in response to stress. Hooke's law states that stress is proportional to strain in the elastic region. Poisson's ratio describes the contraction that occurs perpendicular to an applied tensile load. Stress-strain diagrams are used to analyze a material's behavior under different loads. The document also discusses volumetric strain, shear stress and strain, bearing stress, and provides examples of stress and strain calculations.
This document contains notes on mechanics of materials and stress-strain behavior. It discusses topics like simple stress, normal stress, tensile and compressive stress, strain, stress-strain diagrams, elastic constants, Hooke's law, relationships between elastic constants, basic bending theory, bending equations, and neutral surfaces. The document is composed of multiple sections each focusing on a key topic, with definitions, explanations, formulas, and diagrams provided.
This document provides information about the Solid Mechanics course ME 302 taught by Dr. Nirmal Baran Hui at NIT Durgapur in West Bengal, India. It lists four required textbooks for the course and provides a detailed syllabus covering topics like stress, strain, elasticity, bending, deflection, columns, torsion, pressure vessels, combined loadings, springs, and failure theories. The document also includes examples of lecture content on stress analysis, stresses on oblique planes, and material subjected to pure shear.
This document provides an overview of the design of compression members (columns) in reinforced concrete structures. It discusses various types of columns based on reinforcement, loading conditions, and slenderness ratio. It describes the classification of columns as short or slender. The document also covers effective length, braced vs unbraced columns, codal provisions for reinforcement, and functions of longitudinal and transverse reinforcement. Key points include types of column reinforcement, minimum reinforcement requirements, cover requirements, and assumptions for the limit state of collapse under compression.
This document outlines an introduction to strength of materials course taught by Dr. Dawood S. Atrushi. The course covers topics such as simple stress and strain, shear force and bending moment diagrams, stresses in beams, and torsion. It discusses how strength of materials relates to other areas of mechanics and engineering. The course aims to help students understand how different forces affect structural components and materials, and analyze stresses and deformations. SI units and concepts like stress, internal forces, and free-body diagrams are also introduced.
This document provides an overview of tensile testing. It discusses tensile specimens, testing machines, stress-strain curves, and key mechanical properties measured by tensile tests such as strength, ductility, and elastic modulus. Tensile tests are used to select materials, ensure quality, compare new materials/processes, and predict behavior under other loads. Stress-strain curves are generated by applying tension to a specimen and recording the resulting force and elongation. Important aspects of the curves, like yield strength and plastic deformation, are defined.
Truss is a framework, typically consisting of rafters, posts, and struts, supporting a roof, bridge, or other structure.
a truss is a structure that "consists of two-force members only, where the members are organized so that the assemblage as a whole behaves as a single object"
The document summarizes a master's thesis defense on improving the seismic performance of multi-story special concentrically braced frames (SCBFs) using a balanced design procedure. Key findings from testing of three-story SCBF specimens include: the balanced design approach improved ductility over traditional design; horizontal steel braces buckled out-of-plane but connections rotated as intended; and beam and column demands remained below design capacity despite unbalanced forces from buckling braces.
What is a single degree of freedom (SDOF) system ?
Hoe to write and solve the equations of motion?
How does damping affect the response?
#WikiCourses
https://wikicourses.wikispaces.com/Lect01+Single+Degree+of+Freedom+Systems
https://eau-esa.wikispaces.com/Topic+Single+Degree+of+Freedom+%28SDOF%29+Systems
The lecture is in support of:
(1) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016
(2) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller,
The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
Shear Force And Bending Moment Diagram For Beam And Framegueste4b1b7
This document discusses shear force and bending moment diagrams for beams. It provides the following key points:
1) Shear force and bending moment diagrams show the variation of shear force V and bending moment M over the length of a beam, which is necessary for design analysis.
2) The maximum bending moment is the primary consideration in design, and its value and position must be determined.
3) The procedure for drawing shear force and bending moment diagrams involves first calculating support reactions, then plotting the shear diagram with slope equal to loading, and finally the moment diagram with slope equal to shear.
Analysis of a thin and thick walled pressure vessel for different materialsIAEME Publication
This document analyzes thin and thick walled pressure vessels made of different materials. It discusses the thick wall theory and thin wall theory for calculating stresses in pressure vessels. For thick walled vessels, Lame's equations and maximum stress theories are applied. Stress variations through the thickness are considered. Barlow's equation is used to analyze high pressure pipes. Numerical analysis is conducted in C++ software to efficiently solve stresses in thin and thick cylinders made of ductile and brittle materials. The modeling methodology and numerical approach are discussed in detail.
This document outlines the aim, literature review, problem formulation, and initial study of a project on the thermostructural design of a four-stroke internal combustion (IC) engine. The aim is to understand the effects of piston shape and fin parameters on structural strength and heat transfer rate using finite element analysis. An existing 150cc engine will be modeled and optimized. The literature review covers piston and fin design considerations as well as materials. The problem formulation describes modeling pistons and fins in CAD and analyzing them using FEA. The initial study models flat, concave, and convex pistons as well as different fin configurations to analyze stress and heat transfer.
This document provides an overview of structural steel design and connections. It discusses the benefits of steel structures, common lateral load resisting systems like braced and rigid frames, and types of bracing configurations. It also examines different types of steel frame connections including simple, moment, and eccentric braced connections. Design considerations and capacity equations for moment connections are presented.
The document discusses the endurance limit of materials, which is the property where a material shows no evidence of fracture when subjected to repetitive cyclic loading. It explains that endurance limit is determined through conventional fatigue testing using rotating-bending or uniaxial tension-compression cycling to create stress-cycle (S-N) diagrams. The diagrams show that some materials like mild steel exhibit a clear endurance limit where stress becomes constant as the number of load cycles increases.
Lecture 9 shear force and bending moment in beamsDeepak Agarwal
The document discusses stresses in beams. It covers topics like shear force and bending moment diagrams, bending stresses, shear stresses, deflection, and torsion. Beams are structural members subjected to transverse forces that induce bending. Stresses and strains are created within beams when loaded. Shear forces and bending moments allow determining these internal stresses and maintaining equilibrium. Formulas are provided for calculating shear forces and bending moments in different beam configurations like cantilevers, simply supported beams, and beams with various load types.
This document discusses bending stresses in beams. It defines simple or pure bending as when a beam experiences zero shear force and constant bending moment over a length. For simple bending, the stress distribution can be calculated using beam theory. The key points are:
- Bending stresses are introduced due to bending moments and are highest at the extreme fibers furthest from the neutral axis.
- The neutral axis experiences no bending stress and its location is defined by the centroidal axis of the beam cross-section.
- Bending stress is directly proportional to the distance from the neutral axis. The stress distribution follows σ = My/I, where M is the bending moment, y is the distance from neutral axis, and I is
Chapter-1 Concept of Stress and Strain.pdfBereketAdugna
The document discusses concepts of stress and strain in materials. It defines stress as an internal force per unit area within a material. Stress can be normal (perpendicular to the surface) or shear (parallel to the surface). Normal stress can be tensile or compressive. Strain is a measure of deformation in response to stress. Hooke's law states that stress is proportional to strain in the elastic region. Poisson's ratio describes the contraction that occurs perpendicular to an applied tensile load. Stress-strain diagrams are used to analyze a material's behavior under different loads. The document also discusses volumetric strain, shear stress and strain, bearing stress, and provides examples of stress and strain calculations.
This document contains notes on mechanics of materials and stress-strain behavior. It discusses topics like simple stress, normal stress, tensile and compressive stress, strain, stress-strain diagrams, elastic constants, Hooke's law, relationships between elastic constants, basic bending theory, bending equations, and neutral surfaces. The document is composed of multiple sections each focusing on a key topic, with definitions, explanations, formulas, and diagrams provided.
This document provides information about the Solid Mechanics course ME 302 taught by Dr. Nirmal Baran Hui at NIT Durgapur in West Bengal, India. It lists four required textbooks for the course and provides a detailed syllabus covering topics like stress, strain, elasticity, bending, deflection, columns, torsion, pressure vessels, combined loadings, springs, and failure theories. The document also includes examples of lecture content on stress analysis, stresses on oblique planes, and material subjected to pure shear.
This document provides an overview of the design of compression members (columns) in reinforced concrete structures. It discusses various types of columns based on reinforcement, loading conditions, and slenderness ratio. It describes the classification of columns as short or slender. The document also covers effective length, braced vs unbraced columns, codal provisions for reinforcement, and functions of longitudinal and transverse reinforcement. Key points include types of column reinforcement, minimum reinforcement requirements, cover requirements, and assumptions for the limit state of collapse under compression.
This document outlines an introduction to strength of materials course taught by Dr. Dawood S. Atrushi. The course covers topics such as simple stress and strain, shear force and bending moment diagrams, stresses in beams, and torsion. It discusses how strength of materials relates to other areas of mechanics and engineering. The course aims to help students understand how different forces affect structural components and materials, and analyze stresses and deformations. SI units and concepts like stress, internal forces, and free-body diagrams are also introduced.
This document provides an overview of tensile testing. It discusses tensile specimens, testing machines, stress-strain curves, and key mechanical properties measured by tensile tests such as strength, ductility, and elastic modulus. Tensile tests are used to select materials, ensure quality, compare new materials/processes, and predict behavior under other loads. Stress-strain curves are generated by applying tension to a specimen and recording the resulting force and elongation. Important aspects of the curves, like yield strength and plastic deformation, are defined.
Truss is a framework, typically consisting of rafters, posts, and struts, supporting a roof, bridge, or other structure.
a truss is a structure that "consists of two-force members only, where the members are organized so that the assemblage as a whole behaves as a single object"
The document summarizes a master's thesis defense on improving the seismic performance of multi-story special concentrically braced frames (SCBFs) using a balanced design procedure. Key findings from testing of three-story SCBF specimens include: the balanced design approach improved ductility over traditional design; horizontal steel braces buckled out-of-plane but connections rotated as intended; and beam and column demands remained below design capacity despite unbalanced forces from buckling braces.
What is a single degree of freedom (SDOF) system ?
Hoe to write and solve the equations of motion?
How does damping affect the response?
#WikiCourses
https://wikicourses.wikispaces.com/Lect01+Single+Degree+of+Freedom+Systems
https://eau-esa.wikispaces.com/Topic+Single+Degree+of+Freedom+%28SDOF%29+Systems
The lecture is in support of:
(1) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016
(2) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller,
The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
Shear Force And Bending Moment Diagram For Beam And Framegueste4b1b7
This document discusses shear force and bending moment diagrams for beams. It provides the following key points:
1) Shear force and bending moment diagrams show the variation of shear force V and bending moment M over the length of a beam, which is necessary for design analysis.
2) The maximum bending moment is the primary consideration in design, and its value and position must be determined.
3) The procedure for drawing shear force and bending moment diagrams involves first calculating support reactions, then plotting the shear diagram with slope equal to loading, and finally the moment diagram with slope equal to shear.
Analysis of a thin and thick walled pressure vessel for different materialsIAEME Publication
This document analyzes thin and thick walled pressure vessels made of different materials. It discusses the thick wall theory and thin wall theory for calculating stresses in pressure vessels. For thick walled vessels, Lame's equations and maximum stress theories are applied. Stress variations through the thickness are considered. Barlow's equation is used to analyze high pressure pipes. Numerical analysis is conducted in C++ software to efficiently solve stresses in thin and thick cylinders made of ductile and brittle materials. The modeling methodology and numerical approach are discussed in detail.
This document outlines the aim, literature review, problem formulation, and initial study of a project on the thermostructural design of a four-stroke internal combustion (IC) engine. The aim is to understand the effects of piston shape and fin parameters on structural strength and heat transfer rate using finite element analysis. An existing 150cc engine will be modeled and optimized. The literature review covers piston and fin design considerations as well as materials. The problem formulation describes modeling pistons and fins in CAD and analyzing them using FEA. The initial study models flat, concave, and convex pistons as well as different fin configurations to analyze stress and heat transfer.
This document outlines the aim, literature review, problem formulation, and initial study of a project on the thermostructural design of a four-stroke internal combustion (IC) engine. The aim is to understand the effects of piston shape and fin parameters on structural strength and heat transfer rate using finite element analysis. An existing 150cc engine will be modeled and optimized. The literature review covers piston and fin design considerations as well as materials. The problem formulation describes modeling pistons and fins in CAD and analyzing them using FEA. The initial study models flat, concave, and convex pistons as well as different fin configurations to analyze stress and heat transfer.
The presentation details the outline, working and parts of thermal power plants. The thermodynamic cycle is also expalined in deatail. For more presentations and reports visit www.mechieprojects.com
The presentation outlines the classification of missiles and various Indian and worldwide available, in use missile. The presentation is in a pictorial format.
This presentation is for mechanical engineering/ civil engineering students to help them understand the different type of destructive mechanical testing of materials. The tensile testing, hardness, impact test procedures are explained in detail.
The term “Forging” is applied to processes in which a piece of metal is worked in a machine to the desired shape by plastic deformation of the starting stock. The energy that promotes deformation is applied by a hammer, press, up-setter or ring roller, either alone or in combination. The shape is imparted by the tools that contact the work piece and by careful control of the deformation process. A forging is produced in three distinct phases: stock preparation in the form of blooms, billets, bar or ingots; plastic deformation of the metal component to rough, close tolerance or net shape in one of the forging processes; and appropriate secondary operations
Structural Integrity Analysis features a collection of selected topics on structural design, safety, reliability, redundancy, strength, material science, mechanical properties of materials, composite materials, welds, finite element analysis, stress concentration, failure mechanisms and criteria. The engineering approaches focus on understanding and concept visualization rather than theoretical reasoning. The structural engineering profession plays a key role in the assurance of safety of technical systems such as metallic structures, buildings, machines, and transport. The first chapter explains the engineering fundamentals of stress analysis.
The presentation details the various components, thermodynamics cycle of a thermal power plant. the complete presentation can be downloaded from www.mechieprojects.com
This document describes a fuel theft prevention system developed by students at Dayananda Sagar College of Engineering. It includes designs for a locking fuel cock made of aluminum alloy to replace the standard fuel taps on motorbikes. A solenoid valve is used to open and close the fuel cock electrically based on signals from an ignition switch and handlebar switch. The device was prototyped using CNC machining and tested for effectiveness in preventing fuel theft and maintaining suitable fuel flow rates when activated properly. The document outlines the system design, fabrication, testing process, and discusses the scope for mass production.
The document discusses the Jominy end quench test, which is used to measure the hardenability of steels. In the test, a cylindrical steel sample is uniformly heated, then quenched at one end with water to rapidly cool it. Hardness measurements are then taken at intervals along the sample's length from the quenched end. The results show decreasing hardness further from the quenched end, indicating how deep within the material the heat treatment can harden it. Alloying elements like chromium, molybdenum, and manganese can shift the hardness "nose" deeper, improving hardenability by slowing the transformation of austenite. The test provides critical information for selecting ste
This document describes the development of a working model of a gearless transmission. It discusses the need for gearless transmission to increase efficiency. The working principle involves using bent links to transmit power between shafts at 90 degrees without using gears. Construction details and materials used are provided. Advantages include lower cost and ability to transmit power at any angle, while limitations include lower torque capacity and fixed speed ratio. Possible future applications are in automation and robotics.
The flow across an airfoil is studied for different angle of attack. The CFD analysis results are documented and studied for different angle of attack using fluent & gambit.
Metal Joining Processes: Welding, Riveting, Bolting, Brazing, SolderingJJ Technical Solutions
The presentation is a mechanical engineering presentation on the basics of metal joining processes. The basics of metal joining processes such as welding, riveting is explained in detail.
This document provides information about the Strength of Materials CIE 102 course for first year B.E. degree students. It includes a list of 10 topics that will be covered in the course, such as simple stress and strain, shearing force and bending moment, and stability of columns. It also lists several reference books for the course and provides an overview of concepts that will be discussed in the first chapter, including stress, strain, stress-strain diagrams, and ductile vs brittle materials.
Okay, here are the step-by-step workings:
a) Plot the Mohr's circle with σx = 20 kPa, σy = 30 kPa, τxy = 10 kPa
b) Determine the pole
c) Draw a line through the pole at 30° from the horizontal
d) It intersects the circle at σa = 26 kPa, τa = 8.66 kPa
e) The major and minor principal stresses are the intersections of the circle with the σ axes:
σ1 = 30 kPa
σ3 = 20 kPa
f) The major principal plane is parallel to the σy axis. The minor principal plane is parallel to the σ
This document discusses different types of stresses including normal stress, shear stress, bearing stress, and stresses in thin-walled pressure vessels. It provides definitions and formulas for calculating normal stress, shear stress, and bearing stress. For thin-walled pressure vessels, it explains that the tangential stress is twice the longitudinal stress and provides the formulas for calculating each. It also includes example problems calculating stresses in cylindrical and spherical pressure vessels.
This document provides an overview of retaining wall design and theory. It discusses different types of retaining walls, including vertical walls, battered walls, vaulted walls, and walls with buttresses or counterforts. It also examines the key factors that influence stability, such as the distribution of pressure on joints, failure from overturning, crushing or sliding, and the magnitude and direction of pressure from retained earth or water. Design considerations like material strengths, soil bearing capacities, and wind and water pressures are also covered. The document aims to serve as a practical guide for students and engineers on retaining wall design principles.
This document provides an introduction and overview of the concepts of stress and stress analysis from the textbook "Mechanics of Materials". It discusses stress, axial loading, shear stress, eccentric loading, bearing stress, and provides examples of calculating normal stress, shear stress, and bearing stress. The document also summarizes an example problem involving determining stresses in members and connections of a structural system subjected to an applied load.
This document provides an overview of the concepts of stress that will be covered in Chapter 1 of the textbook "Mechanics of Materials". It begins with the objectives of studying mechanics of materials and defining stress and deformation. It then reviews concepts from statics like free body diagrams and force equilibrium. It introduces the different types of stresses - normal stress, shear stress, bearing stress - and provides examples of how to calculate each. It discusses stress under general load conditions and the state of stress. The goal is to analyze and design structures to determine stresses and ensure safety under loads.
The document discusses the design and erection of column base plates. It covers types of base plates for different load cases including axial compression, tension, and combined axial and moment loads. Key topics covered include base plate and anchor rod materials, design for concrete crushing and bending, anchor rod design, and erection procedures. Diagrams illustrate critical sections and design equations for different limit states. Construction tolerances and OSHA standards for base plate design are also summarized.
The document discusses buckling of columns under axial compression. It describes:
1) Different buckling theories including elastic buckling, inelastic buckling using tangent modulus theory and reduced modulus theory. Shanley's theory accounts for the effect of transverse displacement.
2) Factors affecting buckling strength including end conditions, initial crookedness, and residual stresses. Effective length accounts for end restraint.
3) Local buckling of thin plate elements can reduce the column's strength before its calculated buckling strength is reached. Flange and web buckling must be prevented.
This powerpoint presentation deals mainly about bearing stress, its concept and its applications.
Members:
BARIENTOS, Lei Anne
MARTIREZ, Wilbur
MORIONES, Jan Ebenezer
NERI, Laiza Paulene
Sir Romeo Alastre - MEC32/A1
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Depleted Reservoirs - presentation by Thomas Lynch of the University of Leeds at the UKCCSRC meeting Monitoring of the deep subsurface, 23 October 2014
1. Stress is defined as force per unit area and can be calculated using the formula stress = force/area. The main types of stress are axial/normal stress, shear stress, and bearing stress.
2. Strain is the ratio of deformation to original length and is calculated using the formula strain = change in length/original length. Hooke's law states that stress is proportional to strain within the elastic limit defined by a material's Young's modulus.
3. Additional concepts covered include thin-walled pressure vessels, Poisson's ratio, thermal deformation, and stress-strain diagrams. Worked examples are provided to demonstrate calculating stresses, strains, deformations and other mechanical properties.
Shear stress acts parallel to the surface on which it acts and is produced by a force parallel to that surface. Normal stress acts perpendicular to the surface and is produced by a perpendicular force. Shear stress is calculated by dividing the applied shear force by the cross-sectional area parallel to the force. In an example, a 1-inch diameter bolt experiencing a 4,000 lb force has a shear stress of 5,096 psi.
This document provides information on reinforced concrete design including:
- Concrete and steel properties such as modulus of elasticity and grades/strengths of reinforcing bars.
- Minimum concrete cover requirements for reinforcement.
- Load factors and combinations for ultimate strength design.
- Flexural design procedures for reinforced concrete beams including assumptions, stress/strain diagrams, and analysis for cases where steel yields or does not yield.
- Requirements for reinforcement spacing, minimum member thicknesses, and ductility.
This document discusses concepts related to the design of concrete beams including:
1. It introduces concepts like bending, shear, tension and compression as they relate to beam design.
2. It provides formulas for calculating reactions, shear forces, and bending moments in simply supported beams under different loading conditions.
3. It explains concepts like the neutral axis, stress blocks, and strain diagrams that are important to beam design.
4. It discusses factors that influence the strength of beams like the moment of inertia and reinforcement ratio.
5. It compares working stress and limit state methods of design.
4 pure bending- Mechanics of Materials - 4th - BeerNhan Tran
This chapter discusses pure bending of structural members. Pure bending occurs when equal and opposite couples or bending moments act on a member. The chapter covers bending deformations and strains, stress due to bending calculated using elastic flexure formulas, section properties that influence bending such as moment of inertia, and bending of composite members made of multiple materials. Examples are provided to demonstrate calculating bending stresses in reinforced concrete beams.
In this section the concept of stress will be introduced, and this will be applied to components that are in a state of tension, compression, and shear. Strain measurement methods will also be briefly discussed.
Design of column base plates anchor boltKhaled Eid
This document discusses the design of column base plates and steel anchorage to concrete. It covers base plate materials and design for different load cases including axial, moment, and shear loads. It also discusses anchor rod types, materials, and design for tension and shear loading based on calculations of the steel and concrete breakout strengths according to building codes.
Problems on triaxial loading and stresses on inclined planes for uniaxial and...sushma chinta
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1. STUDY OF EFFECT
OF CIRCULAR
HOLE IN PLATE,
ON
STRESS
CONCENTRATION
JJ Technical Solutions
www.mechieprojects.com
2. AIM
• To study the stresses in flat plate with circular hole, for
different pressure loads (P=50 MPa to 450 MPa)
• To study the effect of increase in pressure on the max.
stresses developed.
• To study the stress profile across the circular hole,
through the plate width.
• To tabulate and plot the max. stress generated in the flat
plate with circular hole for different pressure loads.
3. SOLVER: ANSYS 14.0
MESH: STRUCTURAL
SOLID “PLANE 182”;
(QUAD 4 NODE 182)
SOLUTION: STEADY
STATE STRUCTURAL
SOLUTION
MATERIAL: Al. ALLOY
EX: 69E9 Pa
PRXY: 0.3
No. OF ELEMENTS:
244000
BOUNDARY CONDITIONS FOR THE PROBLEM STATEMENT
P =
1. 50 MPa
2. 150 MPa
3. 250 MPa
4. 350 MPa
5. 450 MPa
ϕ0.04
0.2
0.4
P
Fixed Edge
of Plate
Units:
Length: m
Pressure: MPa
Stress: MPa
4. STRUCTURED MESH ELEMENTS IN THE PLATE – SMOOTH MESHING
No. OF ELEMENTS: 244000 (Typ.)
MESH: STRUCTURAL
SOLID “PLANE 182”;
(QUAD 4 NODE 182)
21. Results and Discussions
• The max. stresses generated due to various pressure loads on
the flat plate configuration are:
• The max. stress generated is a
linear function of Pr. Load.
• The stress distribution across the width of the plate is plotted
• The stress distribution across the width of the plate for
different Pr. Loads are plotted and studied.
• The stress distribution around the hole is studied.
Sl.No. Pressure (MPa) Max. Stress (MPa)
1 50 159
2 150 477
3 250 795
4 350 1113
5 450 1431
22. FOR MORE PROJECTS PRESENTATIONS AND
PROJECT REPORTS VISIT
WWW.MECHIEPROJECTS.COM
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