This MATLAB program performs moment-curvature analysis on confined concrete sections. It analyzes a sample reinforced concrete section with specified material properties and reinforcement details. The program outputs 54 increments of the analysis, reporting the strain, curvature, moment, and number of iterations to converge at each increment. The goal is to verify the MATLAB program against a commercial moment-curvature analysis software called XTRACT.
Tension members can fail due to three modes:
1. Gross section yielding, where the entire cross-section yields
2. Net section yielding, where the reduced cross-section after subtracting holes yields
3. Block shear failure, which also occurs in welded connections along planes of shear and tension
The design strength is the minimum of the strengths from these three failure modes. Block shear is demonstrated using a failed gusset plate connection with failure planes around the weld. The problem determines the tensile strength of a plate connected to a gusset plate, calculating the strength based on gross section yielding, net section yielding, and block shear failure.
This document summarizes design considerations for shear in reinforced concrete structures. It discusses shear strength provided by concrete alone (Vc), shear strength provided by shear reinforcement (Vs), and methods for calculating total shear strength (Vn). It also covers requirements for shear reinforcement spacing and minimum amounts. Design aids are presented for calculating shear capacity of beams, slabs, and members under combined shear and torsion.
This document discusses the design of biaxially loaded columns. It defines a biaxially loaded column as one where axial load acts with eccentricities about both principal axes, causing bending in two directions. Several methods for analyzing and designing biaxially loaded columns are presented, including the load contour method, reciprocal load method, strain compatibility method, and equivalent eccentricity method. An example problem demonstrates using the reciprocal load method to check the adequacy of a trial reinforced concrete column design subjected to biaxial bending.
This document discusses the design of an isolated column footing, including:
1) Types of isolated column footings and factors that influence footing size like bearing capacity of soil.
2) Key sections to check for bending moment, shear, and development length.
3) Reinforcement requirements.
4) An example problem where a rectangular isolated sloped footing is designed for a column carrying an axial load of 2000 kN. Design checks are performed for footing size, bending moment, shear, development length, and reinforcement.
This document discusses the design of compression members subjected to axial load and biaxial bending. It introduces the concept of biaxial eccentricities and explains that columns should be designed considering possible eccentricities in two axes. The document outlines the method suggested by IS 456-2000, which is based on Breslar's load contour approach. It relates the parameter αn to the ratio of Pu/Puz. Finally, it provides a step-by-step process for designing the column section, which involves determining uniaxial moment capacities, computing permissible moment values from charts, and revising the section if needed. It also briefly mentions the simplified method according to BS8110.
This document discusses the flexibility matrix method for analyzing statically indeterminate structures. It begins by introducing the flexibility matrix method and its formulation. The flexibility matrix relates displacements in a structure to applied forces. Examples are provided to demonstrate applying the flexibility matrix method to analyze pin-jointed plane trusses, continuous beams, and rigid jointed portal frames involving 3 or fewer unknowns. The steps of the method are outlined and illustrated through worked examples.
Shear Strenth Of Reinforced Concrete Beams Per ACI-318-02Engr Kamran Khan
This document provides a 4 PDH course on the shear strength of reinforced concrete beams per ACI 318-02. It covers topics such as the different modes of failure for beams without shear reinforcement, the shear strength criteria, and calculations for the shear strength provided by concrete. The course content includes introductions to shear stresses in beams, Mohr's circle analysis, beam classifications, and equations for determining nominal shear strength based on the concrete strength and web reinforcement.
RCC design, design of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
Tension members can fail due to three modes:
1. Gross section yielding, where the entire cross-section yields
2. Net section yielding, where the reduced cross-section after subtracting holes yields
3. Block shear failure, which also occurs in welded connections along planes of shear and tension
The design strength is the minimum of the strengths from these three failure modes. Block shear is demonstrated using a failed gusset plate connection with failure planes around the weld. The problem determines the tensile strength of a plate connected to a gusset plate, calculating the strength based on gross section yielding, net section yielding, and block shear failure.
This document summarizes design considerations for shear in reinforced concrete structures. It discusses shear strength provided by concrete alone (Vc), shear strength provided by shear reinforcement (Vs), and methods for calculating total shear strength (Vn). It also covers requirements for shear reinforcement spacing and minimum amounts. Design aids are presented for calculating shear capacity of beams, slabs, and members under combined shear and torsion.
This document discusses the design of biaxially loaded columns. It defines a biaxially loaded column as one where axial load acts with eccentricities about both principal axes, causing bending in two directions. Several methods for analyzing and designing biaxially loaded columns are presented, including the load contour method, reciprocal load method, strain compatibility method, and equivalent eccentricity method. An example problem demonstrates using the reciprocal load method to check the adequacy of a trial reinforced concrete column design subjected to biaxial bending.
This document discusses the design of an isolated column footing, including:
1) Types of isolated column footings and factors that influence footing size like bearing capacity of soil.
2) Key sections to check for bending moment, shear, and development length.
3) Reinforcement requirements.
4) An example problem where a rectangular isolated sloped footing is designed for a column carrying an axial load of 2000 kN. Design checks are performed for footing size, bending moment, shear, development length, and reinforcement.
This document discusses the design of compression members subjected to axial load and biaxial bending. It introduces the concept of biaxial eccentricities and explains that columns should be designed considering possible eccentricities in two axes. The document outlines the method suggested by IS 456-2000, which is based on Breslar's load contour approach. It relates the parameter αn to the ratio of Pu/Puz. Finally, it provides a step-by-step process for designing the column section, which involves determining uniaxial moment capacities, computing permissible moment values from charts, and revising the section if needed. It also briefly mentions the simplified method according to BS8110.
This document discusses the flexibility matrix method for analyzing statically indeterminate structures. It begins by introducing the flexibility matrix method and its formulation. The flexibility matrix relates displacements in a structure to applied forces. Examples are provided to demonstrate applying the flexibility matrix method to analyze pin-jointed plane trusses, continuous beams, and rigid jointed portal frames involving 3 or fewer unknowns. The steps of the method are outlined and illustrated through worked examples.
Shear Strenth Of Reinforced Concrete Beams Per ACI-318-02Engr Kamran Khan
This document provides a 4 PDH course on the shear strength of reinforced concrete beams per ACI 318-02. It covers topics such as the different modes of failure for beams without shear reinforcement, the shear strength criteria, and calculations for the shear strength provided by concrete. The course content includes introductions to shear stresses in beams, Mohr's circle analysis, beam classifications, and equations for determining nominal shear strength based on the concrete strength and web reinforcement.
RCC design, design of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
The document provides information on constructing interaction diagrams for reinforced concrete columns. It defines an interaction diagram as a graph showing the relationship between axial load (Pu) and bending moment (Mu) for different failure modes of a column section. The document outlines the design procedure for constructing interaction diagrams, including considering pure axial load, axial load with uniaxial bending, and axial load with biaxial bending. An example is provided to demonstrate constructing the interaction diagram for a given reinforced concrete column cross-section.
This document discusses the design of compression members under uniaxial bending. It notes that columns are rarely under pure axial compression due to eccentricities from rigid frame action or accidental loading. Columns can experience uniaxial or biaxial bending based on the loading. The behavior depends on the relative magnitudes of the bending moment and axial load, which determine the position of the neutral axis. Methods for designing eccentrically loaded short columns include using equations that calculate the neutral axis position and failure mode, or using interaction diagrams that graphically show the safe ranges of moment and axial load.
This document provides a manual for the design and detailing of reinforced concrete structures according to the Code of Practice for Structural Use of Concrete 2004. The manual acknowledges Professor A.K.H. Kwan for his advice in drafting the contents. It contains 16 sections that cover topics such as basis of design, beams, slabs, columns, joints, walls, footings, and design for robustness. Appendices include comparisons to other codes, derivations of design formulas, and analyses related to serviceability limit states. The purpose is to outline best practices for detailed design and construction based on the limit state approach in the new Hong Kong code.
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
Lec06 Analysis and Design of T Beams (Reinforced Concrete Design I & Prof. Ab...Hossam Shafiq II
1) T-beams are commonly used structural elements that can take two forms: isolated precast T-beams or T-beams formed by the interaction of slabs and beams in buildings.
2) The analysis and design of T-beams considers the effective flange width provided by slab interaction or the dimensions of an isolated precast flange.
3) Two methods are used to analyze T-beams: assuming the stress block is in the flange and using rectangular beam theory, or using a decomposition method if the stress block extends into the web.
Flexibility Energy Method in structural analysisMahdi Damghani
The first question asks to determine member forces in a provided truss structure using the force method. The second asks to do the same for a different truss. The third involves drawing bending moment and shear force diagrams for a continuous beam with distributed
The document provides information on sheet pile structures and cantilever sheet pile walls. It discusses the different types of sheet piles that can be used, including timber, concrete, and steel. It then describes cantilever sheet pile walls and how to analyze them in both granular and cohesive soils. The analysis involves determining the depth of embedment, bending moment, and section modulus of the sheet piles. Finally, it briefly mentions that anchored sheet piles are held in place using anchors and are either free-earth support or fixed-earth support systems.
Chapter 2-analysis of statically determinate structuresISET NABEUL
This chapter discusses the analysis of statically determinate structures. It introduces idealized structures and different types of supports including pin, fixed, and roller supports. Examples are provided to demonstrate determining the reactions of statically determinate beams and trusses by applying the equations of equilibrium. The chapter also discusses the concepts of determinacy, stability, and classifying structures as determinate or indeterminate based on the number of members and unknown forces.
This Presentation deals with the Design of a Cantilever Retaining Wall with no surcharge.
Please notify any errors you may find in the ppt.
thankyou for your time.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
This document provides methods for designing reinforced concrete slabs using working stress design and ultimate strength design. It discusses one-way and two-way slab design, including defining characteristics, load calculations, moment calculations, depth checks, and steel calculations. Formulas are provided for slab thickness selection, elastic constant calculation, load calculations considering dead and live loads, moment determination using code coefficients, minimum steel requirements, and distribution steel spacing.
This document provides information on the structural design of a simply supported reinforced concrete beam. It includes:
- A list of students enrolled in an elementary structural design course.
- Equations and diagrams showing the forces and stresses in a reinforced concrete beam with a singly reinforced bottom section.
- Limits on the maximum depth of the neutral axis according to the grade of steel.
- Examples of analyzing the stresses and determining steel reinforcement for a given beam cross-section.
- A design example calculating the dimensions and steel reinforcement for a rectangular beam with a factored uniform load.
The document provides information about a 21 meter long prestressed concrete pile driven into sand. The pile has an allowable working load of 502 kN, with an octagonal cross-section of 0.356 meters diameter and area of 0.1045 m^2. Skin resistance supports 350 kN of the load and point bearing the rest. The document requests calculating the elastic settlement of the pile given its properties, the load distribution, and soil parameters.
1. The document discusses stress distribution in soils due to different types of loading, including point loads, line loads, triangular loads, strip loads, rectangular loads, and circular loads.
2. Several methods for estimating stress distribution are presented, including Boussinesq's method, Westergaard's method, and the use of influence factor charts and bulbs of pressure charts.
3. Factors that influence stress distribution include the size and shape of the loading area, load magnitude and type, soil type, depth, and distance from the load. Stress decreases with depth and distance from the load.
The document discusses the direct stiffness method for analyzing truss structures. This method treats each individual truss element as a structure and develops the element stiffness matrix. Transformation matrices are used to relate element deformations to structure deformations. The total structure stiffness matrix is obtained by assembling the individual element stiffness matrices based on how the elements are connected at joints in the structure. This direct stiffness method forms the basis for computer programs to analyze truss structures.
Shear Force And Bending Moment Diagram For FramesAmr Hamed
This document discusses analyzing shear and moment diagrams for frames. It provides procedures for determining reactions, axial forces, shear forces, and moments at member ends. Examples are given of drawing shear and moment diagrams for simple frames with different joint conditions, including pin and roller supports. Diagrams for a three-pin frame example are shown.
Moment curvature analysis unconfined concrete section with different tension...Salar Delavar Qashqai
This MATLAB program analyzes the moment-curvature behavior of unconfined concrete sections with varying amounts of tension steel reinforcement. It performs an incremental analysis to determine the moment-curvature response up to the ultimate concrete strain limit of 0.004. Results are presented for sections with tension reinforcement ratios (ρ) of 0, 0.2, 0.4, etc. The analysis converges successfully for each reinforcement ratio and reports the moment and curvature at each increment.
Moment curvature analysis of unconfined concrete section with matlab and sap2000Salar Delavar Qashqai
This document presents a moment-curvature analysis of an unconfined concrete section using MATLAB and SAP2000. It describes the section properties, material properties of the steel reinforcement and concrete, and runs a moment-curvature analysis in SAP2000. The analysis results are presented over 17 increments showing the top strain, neutral axis depth, curvature, flexural rigidity, and moment. Graphs of the analysis curve and moment-curvature relationship are also given.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
The document provides information on constructing interaction diagrams for reinforced concrete columns. It defines an interaction diagram as a graph showing the relationship between axial load (Pu) and bending moment (Mu) for different failure modes of a column section. The document outlines the design procedure for constructing interaction diagrams, including considering pure axial load, axial load with uniaxial bending, and axial load with biaxial bending. An example is provided to demonstrate constructing the interaction diagram for a given reinforced concrete column cross-section.
This document discusses the design of compression members under uniaxial bending. It notes that columns are rarely under pure axial compression due to eccentricities from rigid frame action or accidental loading. Columns can experience uniaxial or biaxial bending based on the loading. The behavior depends on the relative magnitudes of the bending moment and axial load, which determine the position of the neutral axis. Methods for designing eccentrically loaded short columns include using equations that calculate the neutral axis position and failure mode, or using interaction diagrams that graphically show the safe ranges of moment and axial load.
This document provides a manual for the design and detailing of reinforced concrete structures according to the Code of Practice for Structural Use of Concrete 2004. The manual acknowledges Professor A.K.H. Kwan for his advice in drafting the contents. It contains 16 sections that cover topics such as basis of design, beams, slabs, columns, joints, walls, footings, and design for robustness. Appendices include comparisons to other codes, derivations of design formulas, and analyses related to serviceability limit states. The purpose is to outline best practices for detailed design and construction based on the limit state approach in the new Hong Kong code.
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
Lec06 Analysis and Design of T Beams (Reinforced Concrete Design I & Prof. Ab...Hossam Shafiq II
1) T-beams are commonly used structural elements that can take two forms: isolated precast T-beams or T-beams formed by the interaction of slabs and beams in buildings.
2) The analysis and design of T-beams considers the effective flange width provided by slab interaction or the dimensions of an isolated precast flange.
3) Two methods are used to analyze T-beams: assuming the stress block is in the flange and using rectangular beam theory, or using a decomposition method if the stress block extends into the web.
Flexibility Energy Method in structural analysisMahdi Damghani
The first question asks to determine member forces in a provided truss structure using the force method. The second asks to do the same for a different truss. The third involves drawing bending moment and shear force diagrams for a continuous beam with distributed
The document provides information on sheet pile structures and cantilever sheet pile walls. It discusses the different types of sheet piles that can be used, including timber, concrete, and steel. It then describes cantilever sheet pile walls and how to analyze them in both granular and cohesive soils. The analysis involves determining the depth of embedment, bending moment, and section modulus of the sheet piles. Finally, it briefly mentions that anchored sheet piles are held in place using anchors and are either free-earth support or fixed-earth support systems.
Chapter 2-analysis of statically determinate structuresISET NABEUL
This chapter discusses the analysis of statically determinate structures. It introduces idealized structures and different types of supports including pin, fixed, and roller supports. Examples are provided to demonstrate determining the reactions of statically determinate beams and trusses by applying the equations of equilibrium. The chapter also discusses the concepts of determinacy, stability, and classifying structures as determinate or indeterminate based on the number of members and unknown forces.
This Presentation deals with the Design of a Cantilever Retaining Wall with no surcharge.
Please notify any errors you may find in the ppt.
thankyou for your time.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
This document provides methods for designing reinforced concrete slabs using working stress design and ultimate strength design. It discusses one-way and two-way slab design, including defining characteristics, load calculations, moment calculations, depth checks, and steel calculations. Formulas are provided for slab thickness selection, elastic constant calculation, load calculations considering dead and live loads, moment determination using code coefficients, minimum steel requirements, and distribution steel spacing.
This document provides information on the structural design of a simply supported reinforced concrete beam. It includes:
- A list of students enrolled in an elementary structural design course.
- Equations and diagrams showing the forces and stresses in a reinforced concrete beam with a singly reinforced bottom section.
- Limits on the maximum depth of the neutral axis according to the grade of steel.
- Examples of analyzing the stresses and determining steel reinforcement for a given beam cross-section.
- A design example calculating the dimensions and steel reinforcement for a rectangular beam with a factored uniform load.
The document provides information about a 21 meter long prestressed concrete pile driven into sand. The pile has an allowable working load of 502 kN, with an octagonal cross-section of 0.356 meters diameter and area of 0.1045 m^2. Skin resistance supports 350 kN of the load and point bearing the rest. The document requests calculating the elastic settlement of the pile given its properties, the load distribution, and soil parameters.
1. The document discusses stress distribution in soils due to different types of loading, including point loads, line loads, triangular loads, strip loads, rectangular loads, and circular loads.
2. Several methods for estimating stress distribution are presented, including Boussinesq's method, Westergaard's method, and the use of influence factor charts and bulbs of pressure charts.
3. Factors that influence stress distribution include the size and shape of the loading area, load magnitude and type, soil type, depth, and distance from the load. Stress decreases with depth and distance from the load.
The document discusses the direct stiffness method for analyzing truss structures. This method treats each individual truss element as a structure and develops the element stiffness matrix. Transformation matrices are used to relate element deformations to structure deformations. The total structure stiffness matrix is obtained by assembling the individual element stiffness matrices based on how the elements are connected at joints in the structure. This direct stiffness method forms the basis for computer programs to analyze truss structures.
Shear Force And Bending Moment Diagram For FramesAmr Hamed
This document discusses analyzing shear and moment diagrams for frames. It provides procedures for determining reactions, axial forces, shear forces, and moments at member ends. Examples are given of drawing shear and moment diagrams for simple frames with different joint conditions, including pin and roller supports. Diagrams for a three-pin frame example are shown.
Moment curvature analysis unconfined concrete section with different tension...Salar Delavar Qashqai
This MATLAB program analyzes the moment-curvature behavior of unconfined concrete sections with varying amounts of tension steel reinforcement. It performs an incremental analysis to determine the moment-curvature response up to the ultimate concrete strain limit of 0.004. Results are presented for sections with tension reinforcement ratios (ρ) of 0, 0.2, 0.4, etc. The analysis converges successfully for each reinforcement ratio and reports the moment and curvature at each increment.
Moment curvature analysis of unconfined concrete section with matlab and sap2000Salar Delavar Qashqai
This document presents a moment-curvature analysis of an unconfined concrete section using MATLAB and SAP2000. It describes the section properties, material properties of the steel reinforcement and concrete, and runs a moment-curvature analysis in SAP2000. The analysis results are presented over 17 increments showing the top strain, neutral axis depth, curvature, flexural rigidity, and moment. Graphs of the analysis curve and moment-curvature relationship are also given.
Moment curvature analysis of unconfined circular concrete pipe section with m...Salar Delavar Qashqai
This document presents a moment-curvature analysis of an unconfined circular concrete pipe section using MATLAB and SAP2000. The analysis calculates the moment-curvature relationship in increments and determines key values like elastic rigidity, plastic rigidity, and ductility ratio. Graphs of results are presented comparing concrete strain, rebar stress, rigidity, neutral axis, and moment-curvature between the two programs.
1st order pushover analysis of column subjected to compression and tension ax...Salar Delavar Qashqai
This document summarizes the results of a pushover analysis of a reinforced concrete column subjected to both compression and tension axial loads. The analysis was conducted using MATLAB and SeismoStruct to verify the MATLAB model. The column is modeled with unconfined concrete properties and bilinear steel reinforcement. The analysis reports the load-displacement response for the column in both compression and tension, including yield capacities, ultimate capacities, and ductility ratios.
This document provides an introduction to MATLAB and discusses some of its key features. It describes MATLAB as a popular language for technical computing used in engineering and science. The document then outlines topics that will be covered in the workshop, including elementary operations, vectors and matrices, element-by-element operations, graphics, scripts, functions, and flow control. It provides examples of commands in each of these areas and demonstrates how to perform basic computations and visualizations in MATLAB.
Large axial displacement analysis of two elements truss with effect of materi...Salar Delavar Qashqai
This document describes a MATLAB program that analyzes the large axial displacement of a two-element truss structure with material plasticity, and verifies the results with the software SEISMOSTRUCT. The program defines the truss geometry and material properties, then increments the displacement of one node in small steps, calculating the element forces, reactions, and strains at each step. The results from MATLAB are plotted and found to match those from SEISMOSTRUCT, validating the MATLAB analysis.
Implementasi Pemodelan Sistem Ke TeeChartLusiana Diyan
TeeChart adalah komponen pembuatan bagan tujuan umum yang dirancang untuk digunakan dalam lingkup yang berbeda, menawarkan berbagai macam estetika untuk memetakan data. Umumnya TeeCharts diterbitkan di lapangan, di area di mana sejumlah besar data harus diinterpretasikan secara teratur, tetap berdasarkan pilihan desainer dalam bentuk yang paling sederhana untuk memaksimalkan "rasio data-tinta". Sloan Digital Sky Survey , penggunaan SDSS Web Services untuk memetakan "Ilmiah .. merencanakan data online" di The Virtual Observatory Spectrum Services mencerminkan pendekatan itu. Penulis grafik SDSS memilih untuk mewakili data menggunakan tampilan garis 2D standar TeeChart. Kecepatan juga merupakan faktor saat memilih cara paling efektif memplot data. Data waktu nyata, pada frekuensi hingga puluhan atau ratusan titik data atau lebih per detik, memerlukan pendekatan ekonomis prosesor paling banyak untuk pembuatan bagan. Waktu pemrosesan komputer yang didedikasikan untuk plotting data harus seringan mungkin, membebaskan tugas-tugas komputer "untuk mencapai akuisisi, tampilan, dan analisis data secara real-time".
This document provides an introduction and overview of Matlab. It outlines the main Matlab screen components, discusses variables, arrays, matrices and indexing. It also covers basic operators, plotting functions, flow control, using M-files and writing user-defined functions. The key topics covered in 3 sentences or less are: Matlab allows matrix operations and plotting, has variables without types, and functions can be defined and saved in M-files to be called from the command window or other code.
Final Paper on Study and Design of Footbridge to connect the first floor of C...IRJET Journal
This document presents the design of a footbridge to connect the first floors of the Civil Engineering and Mechanical Engineering Departments at JCOET college. It first describes conducting a site survey to obtain dimensions for the bridge. It then details the design of the RCC bridge slab and beams using the limit state method according to Indian code IS 456:2000. The slab depth was initially 100mm but had to be increased to 150mm to satisfy deflection requirements. Reinforcement ratios and bar spacings were calculated. A rate analysis and 3D model of the bridge in AutoCAD were also developed.
This document provides an introduction to MATLAB and Simulink. It discusses built-in functions, vectors and matrices, modeling examples, M-files for scripts and functions. It also explores the MATLAB desktop, command window, and workspace. Examples are provided on arithmetic operations on matrices, plotting graphs, writing functions, and modeling an RLC circuit in Simulink.
If you are worried about completing your R homework, you can connect with us at Statisticshomeworkhelper.com. We have a team of experts who are professionals in R programming homework help and have years of experience in working on any problem related to R. Visit statisticshomeworkhelper.com or email info@statisticshomeworkhelper.com. You can also call +1 (315) 557-6473 for assistance with Statistics Homework.
Sebastian Schelter – Distributed Machine Learing with the Samsara DSLFlink Forward
The document discusses Samsara, a domain specific language for distributed machine learning. It provides an algebraic expression language for linear algebra operations and optimizes distributed computations. An example of linear regression on a cereals dataset is presented to demonstrate how Samsara can be used to estimate regression coefficients in a distributed fashion. Key steps include loading data as a distributed row matrix, extracting feature and target matrices, computing the normal equations, and solving the linear system to estimate coefficients.
This document provides an overview of Java basics, including language fundamentals like variables, operators, control flow, and arrays. It discusses converting ideas into programs and the Java compilation process. The first Java program structure is explained. Naming conventions and variable rules are covered, along with data types, literals, and arithmetic operators. Control flow structures like if/else, switch, and loops are described. The document also discusses arrays, breaks, and methods for initializing multi-dimensional arrays.
MATLAB is a high-level technical computing language where everything is represented as a matrix. It has tools for doing mathematical computations and graphics. The MATLAB desktop provides menus, toolbars, and areas to view commands, workspace, and output. MATLAB supports defining vectors and matrices, basic matrix and array operations, built-in mathematical functions, 2D plotting, annotation, discrete data plotting using stem, and dividing plotting windows into subplots. Common commands include clear to remove variables and close to remove plots.
IEEEFYP2014poster Track 5 Vincent Yeong Chun KiatVincent Yeong
This document presents a multi-core processor architecture on an FPGA for image feature extraction and classification. It shows that an FPGA-based multi-core processor can process images faster than a single-core processor, with correlation results that are comparable to MATLAB. The FPGA implementation was able to achieve image processing times that were 3.419 times faster than a single-core processor. This FPGA-based multi-core architecture allows for flexible and high-performance image processing.
The document contains technical drawings and specifications for gabion walls and terrameshes. It includes details of gabion box units made of galvanized and polymer coated wire mesh, with a wire diameter of 2.7mm. It provides notes on installation, stone fill specifications, backfill requirements, and foundation design. Dimensions are in millimeters. The polymer coating is designed to provide over 120 years of durability and resistance to UV radiation, abrasion, and corrosion according to various international standards.
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This document discusses MATLAB and provides examples of generating common discrete time signals such as unit impulse, unit step, ramp, exponential and sawtooth signals. MATLAB is an interpreted language well-suited for matrix manipulation and contains built-in functions. Typical uses include math, modelling, data analysis and visualization. Scripts allow executing a series of commands and signals can be plotted versus time or index.
Similar to Moment curvature analysis confined concrete section in matlab (19)
Geometric and material nonlinearity analysis of 2 d truss with force and duct...Salar Delavar Qashqai
This document describes a C program written by Salar Delavar Qashqai to analyze the geometric and material nonlinearity of a 2D truss structure under force and ductility damage index control. The program imports input data files, performs a pushover analysis using incremental loading, calculates member forces and displacements, and exports output to text, Excel, MATLAB, and HTML files. Key sections of code are presented to demonstrate how the program assembles and solves the system stiffness matrix, calculates element forces and stiffness, and checks for convergence at each iteration.
Critical buckling load geometric nonlinearity analysis of springs with rigid ...Salar Delavar Qashqai
This C program performs a geometric nonlinearity analysis of springs with rigid elements under displacement-controlled large deformations. It imports input data, performs an incremental analysis to calculate critical buckling loads, and exports output to Excel and HTML files. The analysis calculates forces, displacements, and critical pressures at each increment until the ultimate displacement is reached. Output graphs the displacement versus critical pressure relationship.
Pushover 2order (p delta effect) analysis force analogy method with force con...Salar Delavar Qashqai
This document describes a C program for pushover (P-Delta effect) analysis of structures using the force analogy method based on Timoshenko beam theory. The program analyzes plastic hinges using moment-rotation and shear-shear deformation relationships. It takes inputs from multiple CSV files, runs the analysis, and outputs results to CSV and HTML files including a base shear-displacement graph. The program was written by Salar Delavar Qashqai and published on March 23, 2021.
Pushover analysis of frame by force analogy method with force control based o...Salar Delavar Qashqai
This document describes a C program for performing pushover analysis of frames using the force analogy method based on Euler-Bernoulli beam theory. The program models plastic hinges using moment-rotation curves and outputs results in CSV and HTML files, including a base shear-displacement graph. It was written by Salar Delavar Qashqai and published on March 13, 2021.
Geometric nonlinearity analysis of springs with rigid element displacement co...Salar Delavar Qashqai
This document contains the code for analyzing the geometric and material nonlinearity of springs under displacement-controlled loading. The code imports input data on spring properties and stress-strain behavior, performs an incremental analysis to calculate the base shear and displacement at each step, and exports the results to Excel and MATLAB files. Negative or invalid input values trigger error messages. The analysis calculates the strain, stiffness, and force in each spring at each increment until the ultimate displacement is reached.
Nonlinear analysis of braced frame with hinge by hinge method in c programmingSalar Delavar Qashqai
This document is a C program code for nonlinear analysis of braced frames with hinge elements using the hinge method. The program imports input data, calculates the global stiffness matrix and its inverse, determines member forces and displacements through matrix operations, and outputs results to Excel files. Key steps include importing geometry, material properties, and loading, calculating element and system stiffness matrices, inverting the system matrix, determining member forces and displacements, and reporting results.
This document contains information about optimizing a Pratt truss structure using Excel Solver, including:
- The program was written by Salar Delavar Ghashghaei on February 12, 2017.
- It provides member cross-sectional areas, displacement results from the optimization, and equilibrium equations for the joints of the truss structure.
- The objective is to minimize the total weight of the truss subject to stress constraints on each member.
Pushover analysis of triangular steel membrane element subjected to lateral d...Salar Delavar Qashqai
This MATLAB program models the pushover analysis of a triangular steel membrane subjected to lateral displacements. It uses finite element analysis to calculate the stiffness matrix and account for geometric and material nonlinearity under small strains. The program defines the geometry and material properties of the membrane, applies incremental lateral displacements, calculates the element stiffness matrices, and assembles the global stiffness matrix to solve for displacements at each step. The results of the MATLAB analysis are verified against a similar ABAQUS model.
Pushover analysis of simply support steel section beam based on plastic hinge...Salar Delavar Qashqai
This document describes a MATLAB program for performing pushover analysis of a simply supported steel beam based on plastic hinge concepts. The program defines parameters for the beam geometry and material properties. It calculates the section properties and element stiffness coefficients. Plastic hinge properties are also defined. The MATLAB program then performs the pushover analysis and reports on the number of iterations required for convergence at each increment. The results of the MATLAB analysis are then verified using SAP2000 software, which also reports completing the analysis in a small number of iterations.
Pushover analysis of steel section beam subjected to incremental vertical loa...Salar Delavar Qashqai
This document describes a MATLAB program that performs pushover analysis of a steel beam subjected to incremental vertical loads. The program models the beam as a fixed support beam, defines parameters such as beam geometry and material properties, and analyzes the beam up to failure by incrementally increasing the load and checking for plastic hinge formation. The results from MATLAB are verified against a model of the same beam analyzed in SAP2000.
Large deformation analysis of cantilever beam subjected to concentrated const...Salar Delavar Qashqai
This document describes the large deformation analysis of a cantilever beam subjected to a concentrated vertical load using ABAQUS and MATLAB. The beam's properties, including its length, flexural rigidity, and applied load, are defined. The deformation of the beam is then analyzed using pseudo-linear, linear, and ABAQUS models, with the deflection, slope, shear, and moment results reported along the beam's length.
Optimization of steel section based on moment and section ductilitySalar Delavar Qashqai
This document describes a program for optimizing steel section designs based on moment and ductility. The program allows the user to find optimal layer lengths based on these criteria. It requires initial input conditions like maximum iterations, strain-stress relationships, and minimum/maximum layer lengths to function. The output then displays the results of the optimization analyses.
Nonlinear analysis of 2 d cantilever nonprismatic beam with plastic hinge con...Salar Delavar Qashqai
This C program performs a nonlinear analysis of a 2D cantilever beam with plastic hinges using force control. The program was written by Salar Delavar Ghashghaei and verified using ABAQUS. It includes functions for importing input data, calculating element stiffness matrices, inverting matrices, performing iterations to solve for displacements, and outputting results to Excel, MATLAB, and HTML files. The input data is checked for errors before running the analysis, which is reported with incremental loads, displacements, and rotations at each step. Plastic hinge data of moment vs. rotation is also reported.
Import data from csv excel file and export to xml excel file in c programmingSalar Delavar Qashqai
This C program imports data from a CSV file, analyzes it, and exports it to an XML Excel file. It reads double data values from the CSV file into arrays, checks for any negative or invalid values, and displays the data in a formatted table. It then writes the data and additional XML tags to a new XML file to generate an Excel spreadsheet with the formatted data table. The program opens the XML file upon completion for viewing.
This C program code generates elastic response spectra including displacement, pseudo-acceleration, and pseudo-velocity spectra needed for structural response spectrum analysis. The code uses the Newmark linear method to solve the equation of motions for different periods. It inputs ground motion acceleration data, performs the analysis, and outputs the response spectra and graphs the results in an HTML file for visualization.
This document discusses verifying C programs for structural eigen value analysis using the SEISMOSTRUCT v.7.0 structural analysis program. It was written by Salar Delavar Ghashghaei on October 28, 2018 and includes plots of the C code file, analysis file, input CSV file, and input for section properties, coordinate properties, restraint properties, and output restraint properties in SEISMOSTRUCT.
Pushover analysis force analogy method with force control based on timoshenko...Salar Delavar Qashqai
This C program performs a pushover analysis using the force analogy method based on Timoshenko beam theory. It includes functions for importing input data, defining system matrices, calculating element internal forces, and outputting results to Excel and HTML files. The program checks that all input data is valid before running the analysis, which consists of incrementally applying an external force and calculating displacements and member forces over the structure.
Analysis of 1st order and 2nd order nonlinear semi rigid connection braced fr...Salar Delavar Qashqai
This document describes a MATLAB program that analyzes the first-order and second-order nonlinear behavior of a braced frame subjected to lateral pushover loading. The program models the nonlinear rotational springs of the columns and axial displacement spring of the brace. It reports the results of the first-order and second-order nonlinear analyses, including displacement and base shear values, ductility and overstrength ratios, and initial and tangent structural stiffness values.
Analysis of 1st order and 2nd order nonlinear semi rigid connection frame sub...Salar Delavar Qashqai
This document describes a nonlinear analysis of a semi-rigid frame subjected to lateral displacement in MATLAB. Parameters for the frame geometry, material properties, and nonlinear rotational springs are defined. The analysis is conducted using both first-order and second-order theory, tracking displacement, base shear, and internal moments over increments. Results are provided for ductility ratio, overstrength ratio, initial stiffness, and tangent stiffness.
Nonlinear analysis of fixed support beam with hinge by hinge method in c prog...Salar Delavar Qashqai
This C program performs a nonlinear analysis of a fixed support beam with hinge using the hinge method. It includes functions for importing data, generating stiffness matrices, performing matrix operations like inversion and multiplication, calculating element internal forces, and outputting results to text, MATLAB, and Excel files. The main function calls the various analysis functions and outputs initial data, analysis reports, and any error messages.
Sri Guru Hargobind Ji - Bandi Chor Guru.pdfBalvir Singh
Sri Guru Hargobind Ji (19 June 1595 - 3 March 1644) is revered as the Sixth Nanak.
• On 25 May 1606 Guru Arjan nominated his son Sri Hargobind Ji as his successor. Shortly
afterwards, Guru Arjan was arrested, tortured and killed by order of the Mogul Emperor
Jahangir.
• Guru Hargobind's succession ceremony took place on 24 June 1606. He was barely
eleven years old when he became 6th Guru.
• As ordered by Guru Arjan Dev Ji, he put on two swords, one indicated his spiritual
authority (PIRI) and the other, his temporal authority (MIRI). He thus for the first time
initiated military tradition in the Sikh faith to resist religious persecution, protect
people’s freedom and independence to practice religion by choice. He transformed
Sikhs to be Saints and Soldier.
• He had a long tenure as Guru, lasting 37 years, 9 months and 3 days
Digital Twins Computer Networking Paper Presentation.pptxaryanpankaj78
A Digital Twin in computer networking is a virtual representation of a physical network, used to simulate, analyze, and optimize network performance and reliability. It leverages real-time data to enhance network management, predict issues, and improve decision-making processes.
Levelised Cost of Hydrogen (LCOH) Calculator ManualMassimo Talia
The aim of this manual is to explain the
methodology behind the Levelized Cost of
Hydrogen (LCOH) calculator. Moreover, this
manual also demonstrates how the calculator
can be used for estimating the expenses associated with hydrogen production in Europe
using low-temperature electrolysis considering different sources of electricity
Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Determination of Equivalent Circuit parameters and performance characteristic...pvpriya2
Includes the testing of induction motor to draw the circle diagram of induction motor with step wise procedure and calculation for the same. Also explains the working and application of Induction generator
AI in customer support Use cases solutions development and implementation.pdfmahaffeycheryld
AI in customer support will integrate with emerging technologies such as augmented reality (AR) and virtual reality (VR) to enhance service delivery. AR-enabled smart glasses or VR environments will provide immersive support experiences, allowing customers to visualize solutions, receive step-by-step guidance, and interact with virtual support agents in real-time. These technologies will bridge the gap between physical and digital experiences, offering innovative ways to resolve issues, demonstrate products, and deliver personalized training and support.
https://www.leewayhertz.com/ai-in-customer-support/#How-does-AI-work-in-customer-support
Height and depth gauge linear metrology.pdfq30122000
Height gauges may also be used to measure the height of an object by using the underside of the scriber as the datum. The datum may be permanently fixed or the height gauge may have provision to adjust the scale, this is done by sliding the scale vertically along the body of the height gauge by turning a fine feed screw at the top of the gauge; then with the scriber set to the same level as the base, the scale can be matched to it. This adjustment allows different scribers or probes to be used, as well as adjusting for any errors in a damaged or resharpened probe.