Ae1 20 21_sb_s_semi frame_slope deflection_side sway
•
0 likes•160 views
This document discusses the slope deflection method for analyzing a semi-frame structure consisting of an inclined support and a horizontal beam with a roller support. It explains that the slope deflection method uses degrees of freedom as unknowns rather than relying solely on equilibrium equations. It then works through applying the slope deflection method to this specific structure, developing the equilibrium equations, determining end moments, shear forces, axial forces, and bending moment diagrams.
Report
Share
Report
Share
Recommended
Ae1 21 22_sb_s_semi frames_slope deflection_settlements_side sway
The document discusses the analysis of an inclined support and beam frame using the slope deflection method. It describes applying equilibrium equations to the frame, considering degrees of freedom, and determining end moments, bending moments, and the deformed shape. The effects of loads, joint rotations, and settlements are analyzed using this method.
Measurement of frequency and phase angle in cro by lissajous figures
This document discusses using Lissajous figures on an oscilloscope to measure the frequency and phase difference of two sinusoidal signals. Lissajous figures are patterns displayed on the oscilloscope screen when sinusoidal signals are applied to the horizontal and vertical deflection plates. The shape of the pattern depends on the amplitudes, frequencies, and phase difference of the signals. Frequency can be measured by applying a signal of known frequency to one plate and an unknown frequency to the other. Phase difference can be directly read from simple Lissajous figure shapes or calculated using distances in elliptical patterns and formulas.
Trignometry
Hello everyone...There are many teachers in the schools which gives students to make a powerpoint presentation on Maths topic...most of students get confused that what to make...so now no need to worry about...you can download it!
Thank You
Application of trigonometry
Trigonometry studies triangles and relationships between sides and angles. This document discusses using trigonometric ratios to calculate heights and distances, such as of trees, towers, water tanks, and distance from a ship to a lighthouse. It provides examples of using trigonometry to calculate the height of a tower given the angle of elevation and distance from its base, and the height of a pole given the angle made by the rope tied to its top and the ground.
Some application of trignometry
Trigonometry deals with right triangles and angles, and is used in fields like sound, light, and perceptions of beauty. The document defines common trigonometric terms like angle of elevation, angle of depression, sine, cosine, and tangent. It provides examples of using trigonometric functions to solve problems like finding the height of a tower or flagpole given angle of elevation measurements. Several practice problems on trigonometry are also presented and solved.
Maths ppt on some applications of trignometry
This document discusses trigonometry and how it can be used to calculate heights and distances. It defines trigonometric ratios and the angles of elevation and depression. It then provides examples of using trigonometry to calculate the height of a tower given the angle of elevation is 30 degrees and the distance from the observer is 30 meters. It also gives an example of calculating the height of a pole using the angle made by the rope and the ground.
P13 062
The document summarizes the forces acting on a symmetrical structure with diagonal bars connecting top and bottom horizontal bars. It determines that the diagonal bars each exert a force of T√2 at a 45 degree angle on the horizontal bars, placing them in tension with a force T. As the structure is symmetrical under 90 degree rotations, all horizontal and diagonal bars must be in tension with a force T.
Presentation
This document contains equations and diagrams related to beam deflection and stresses. It discusses the deflection of beams under different load conditions. Maximum deflection occurs at the middle of the beam and is equal to the deflection equation. Beam moments of inertia, bending stresses, shear stress curves, and combined stresses are also analyzed. Formulas are provided relating bending moment, stress, and moment of inertia.
Recommended
Ae1 21 22_sb_s_semi frames_slope deflection_settlements_side sway
The document discusses the analysis of an inclined support and beam frame using the slope deflection method. It describes applying equilibrium equations to the frame, considering degrees of freedom, and determining end moments, bending moments, and the deformed shape. The effects of loads, joint rotations, and settlements are analyzed using this method.
Measurement of frequency and phase angle in cro by lissajous figures
This document discusses using Lissajous figures on an oscilloscope to measure the frequency and phase difference of two sinusoidal signals. Lissajous figures are patterns displayed on the oscilloscope screen when sinusoidal signals are applied to the horizontal and vertical deflection plates. The shape of the pattern depends on the amplitudes, frequencies, and phase difference of the signals. Frequency can be measured by applying a signal of known frequency to one plate and an unknown frequency to the other. Phase difference can be directly read from simple Lissajous figure shapes or calculated using distances in elliptical patterns and formulas.
Trignometry
Hello everyone...There are many teachers in the schools which gives students to make a powerpoint presentation on Maths topic...most of students get confused that what to make...so now no need to worry about...you can download it!
Thank You
Application of trigonometry
Trigonometry studies triangles and relationships between sides and angles. This document discusses using trigonometric ratios to calculate heights and distances, such as of trees, towers, water tanks, and distance from a ship to a lighthouse. It provides examples of using trigonometry to calculate the height of a tower given the angle of elevation and distance from its base, and the height of a pole given the angle made by the rope tied to its top and the ground.
Some application of trignometry
Trigonometry deals with right triangles and angles, and is used in fields like sound, light, and perceptions of beauty. The document defines common trigonometric terms like angle of elevation, angle of depression, sine, cosine, and tangent. It provides examples of using trigonometric functions to solve problems like finding the height of a tower or flagpole given angle of elevation measurements. Several practice problems on trigonometry are also presented and solved.
Maths ppt on some applications of trignometry
This document discusses trigonometry and how it can be used to calculate heights and distances. It defines trigonometric ratios and the angles of elevation and depression. It then provides examples of using trigonometry to calculate the height of a tower given the angle of elevation is 30 degrees and the distance from the observer is 30 meters. It also gives an example of calculating the height of a pole using the angle made by the rope and the ground.
P13 062
The document summarizes the forces acting on a symmetrical structure with diagonal bars connecting top and bottom horizontal bars. It determines that the diagonal bars each exert a force of T√2 at a 45 degree angle on the horizontal bars, placing them in tension with a force T. As the structure is symmetrical under 90 degree rotations, all horizontal and diagonal bars must be in tension with a force T.
Presentation
This document contains equations and diagrams related to beam deflection and stresses. It discusses the deflection of beams under different load conditions. Maximum deflection occurs at the middle of the beam and is equal to the deflection equation. Beam moments of inertia, bending stresses, shear stress curves, and combined stresses are also analyzed. Formulas are provided relating bending moment, stress, and moment of inertia.
Az simple harmonic motion
This document discusses uniform circular motion and the simple harmonic motion (SHM) of its projection. It shows that:
1) The projection of a particle moving in uniform circular motion executes SHM, with an acceleration proportional to its displacement from the center.
2) The instantaneous velocity of the projection can be derived by integrating its acceleration, showing that the maximum velocity occurs when the projection is at the center, and is equal to the product of the angular velocity and radius of the circular motion.
3) Uniform circular motion and the SHM of its projection are illustrated through equations relating position, velocity, acceleration, angular velocity, and radius over time.
Lo
The document describes a horizontal mass spring system where a graph shows the position of a mass over time. The mass oscillates between positions -A and A on the x-axis. At time t=15 on the graph, the mass's position is at 0 but its velocity is 0 as well. Therefore, the force acting on the mass at that moment must be to the left to cause the mass to change direction and move left.
Lesson 2: Vectors
This document discusses scalar and vector quantities. Scalars have magnitude but no direction, and include things like temperature, mass, and time. Vectors have both magnitude and direction, such as force, velocity, and electric field. There are two methods for adding vectors: the head-to-tail method involves drawing vectors end to end to form a polygon, and the component method breaks vectors into their x and y components, which are added separately to find the resultant vector. Both methods produce the same final summed vector.
Sine and Cosine Curves- Dr. Farhana Shaheen
This presentation is about Sine and cosine curves and its applications. This also shows where we see curves in nature, architecture, science, etc.
How to find the equation of a transformed curve
The document discusses how to find the equation of a transformed curve by applying rules of substitution for different types of transformations, including reflection, translation, and stretch. Reflection involves replacing x with -x for reflection across the x-axis or replacing y with -y for reflection across the y-axis. Translation uses substitution of x or y based on the direction and distance of movement. Stretch involves dividing x or y by the scale factor depending on whether the stretch is parallel to the x or y-axis. An example problem is provided to demonstrate the approach.
Assignment
Three forces of 2P, 3P and 4P act along the three sides of an equilateral triangle with a side length of 100 mm. The resultant force is calculated to be 1.732P with a position of (-1.5P, -0.866P).
Lesson 43
The document discusses the graphs of sine and cosine functions. It notes that sine functions have an amplitude of 1 and complete a full cycle every 360 degrees or 2π radians. Cosine functions are similar but start at 1 or -1 depending on whether y=cosθ or y=-cosθ. The amplitude of sine and cosine functions can be changed by multiplying the function by a constant. The document includes graphs illustrating these properties.
Grade 11, U1A-L2 Motion Graphs
1) The document discusses position-time graphs and velocity-time graphs, defining uniform motion as having constant velocity in both magnitude and direction.
2) It provides examples of how to determine average and instantaneous velocity from position-time graphs by calculating slopes of lines on the graphs.
3) Instructions are given on how to draw a velocity-time graph based on information from a position-time graph by calculating the slope of each part of the position-time graph to determine velocity.
Estudio e interpretación de un mapa topográfico
1) The document describes how to analyze and interpret a topographic map. It provides steps to determine map scale and calculate distances on the map based on the scale.
2) It explains how to identify contour lines that represent specific elevations on the map and determine elevation for points located between lines.
3) Additional steps are described for interpreting map features like valleys and rivers, including identifying flow direction based on valley shape.
Maths ppt 2016 .fb
Trigonometry is a branch of mathematics that studies triangles and the relationships between sides and angles. It uses trigonometric ratios to calculate heights, distances, and other measurements that cannot be directly observed. The angle of elevation is formed between an observer's line of sight and the horizontal when looking up at an object. The angle of depression is formed when an observer looks down, between the line of sight and the horizontal. Both can be used with trigonometric functions to determine unknown measurements.
Engineering Mechanice Lecture 04
1) The document discusses force-couple systems and how a single force can be replaced by an equivalent force-couple system. It explains that a force produces both translational and rotational effects, while a couple only produces rotational effects.
2) It provides an example of replacing a force F acting at point A with two equal and opposite forces F and -F acting along parallel lines at point B, which form a couple with moment Fd. This force-couple system is equivalent to the original single force.
3) The concept of a force-couple equivalent enables the transfer of a force to another location outside its line of action, which has many applications in mechanics.
Grade 11, U1A-L5, Add/Sub Vectors in a Plane
This document discusses adding and subtracting vectors in a plane. It provides instructions on how to draw vector diagrams, define vectors, and apply rules to add and subtract vectors. Key steps include placing the tail of one vector at the tip of another when adding, and drawing a vector in the opposite direction when subtracting. Trigonometry can be used to find the magnitude and direction of the resultant vector. Examples are provided to demonstrate solving vector addition and subtraction problems using diagrams and trigonometric methods. Practice problems are included for students to work through.
2.3 010 projectile_motion
The document discusses projectile motion and provides examples to illustrate key concepts:
a) Horizontal motion is at constant velocity, vertical motion accelerates at 9.8 m/s^2 due to gravity.
b) Equations for horizontal motion are v=d/t, vertical motion are v=at and d=1/2at^2.
c) Examples show applying the equations to calculate velocities and distances of objects in projectile motion after a set time.
Grade 11, U1A-L4, Motion Equations
The document discusses equations of motion using velocity-time graphs, including the relationships between displacement, average velocity, and the area under the graph. It provides examples of calculating time for one object to catch up to another using the kinematic equations and information about their initial velocities and accelerations. Practice problems are presented at the end to further illustrate applying the kinematic equations.
Position vs Time Graphs
Position vs time graphs show motion by plotting position on the y-axis and time on the x-axis. The slope of the line indicates velocity, which can be calculated by finding the change in position over the change in time. A positive slope means positive velocity and moving forward, a zero slope means zero velocity and no movement, and a negative slope means negative velocity and moving in the opposite direction.
Grade 11, U1C-L4A, Vertical PM, MaCS Class
This document discusses vertical projectile motion with an initial vertical velocity component. It provides examples of how to calculate time of flight, maximum height, and range for objects moving under gravity, such as arrows shot at an angle. It includes sample problems and solutions, as well as references to online video explanations and additional practice problems from other sources. Key concepts covered are the use of initial vertical velocity, quadratic equations to solve for time of flight if maximum height is not zero, and how to determine if a trajectory is symmetrical or not.
CURVATURE AND RADIUS OF CURVATURE
SOME INTRODUCTION AND TYPES OF QUESTIONS ON RADIUS OF CURVATURE AND CURVATURE.......
Hope it will be helpful for you
Slope and Displacement by the Moment area theorems
This document provides an introduction and overview of structural analysis using the moment-area method. It discusses two theorems by Mohr that form the basis of this method. Theorem 1 relates the angle between tangents on the elastic curve of a beam to the area under the bending moment diagram. Theorem 2 relates the vertical deviation of tangents to the moment of the area under the bending moment diagram. The document defines key terms like slope, deflection, and elastic curve. It also outlines the basic procedure for using the moment-area method to determine slope and displacement of beams.
Couple 136
This presentation defines a couple as a system of two parallel forces that are equal in magnitude but opposite in direction and separated by a perpendicular distance. It provides the expression for calculating the magnitude of a couple as the product of one of the forces and the perpendicular distance between them. Some key properties discussed are that a couple produces rotational but not translational movement and has a resultant moment but not force. Examples of how couples apply to reinforced and pre-stressed concrete are also provided.
Engineering Mechanics Pdf
Learn Online Courses of Subject Engineering Mechanics of First Year Engineering. Clear the Concepts of Engineering Mechanics Through Video Lectures and PDF Notes. Visit us: https://ekeeda.com/streamdetails/subject/Engineering-Mechanics
AE1_21_22_TEST 3_SLOPE DEFLECTION_2.pptx
The document discusses using the slope deflection method to analyze two structural frames with an inclined support and beam with roller. It compares how each frame moves due to a 3 cm settlement at point B, including the degrees of freedom and effects of loads, rotation, and settlement. The document addresses determining the number of equilibrium equations and calculating end moments and bending moment diagrams.
Ae1 21 22_test 3_slope deflection_2
The document discusses using the slope deflection method to analyze two structural frames with an inclined support and beam with roller. It compares how each frame moves due to a 3 cm settlement at point B, including the degrees of freedom and effects of loads, rotation, and settlement. The document addresses determining the number of equilibrium equations and calculating end moments and bending moment diagrams.
More Related Content
What's hot
Az simple harmonic motion
This document discusses uniform circular motion and the simple harmonic motion (SHM) of its projection. It shows that:
1) The projection of a particle moving in uniform circular motion executes SHM, with an acceleration proportional to its displacement from the center.
2) The instantaneous velocity of the projection can be derived by integrating its acceleration, showing that the maximum velocity occurs when the projection is at the center, and is equal to the product of the angular velocity and radius of the circular motion.
3) Uniform circular motion and the SHM of its projection are illustrated through equations relating position, velocity, acceleration, angular velocity, and radius over time.
Lo
The document describes a horizontal mass spring system where a graph shows the position of a mass over time. The mass oscillates between positions -A and A on the x-axis. At time t=15 on the graph, the mass's position is at 0 but its velocity is 0 as well. Therefore, the force acting on the mass at that moment must be to the left to cause the mass to change direction and move left.
Lesson 2: Vectors
This document discusses scalar and vector quantities. Scalars have magnitude but no direction, and include things like temperature, mass, and time. Vectors have both magnitude and direction, such as force, velocity, and electric field. There are two methods for adding vectors: the head-to-tail method involves drawing vectors end to end to form a polygon, and the component method breaks vectors into their x and y components, which are added separately to find the resultant vector. Both methods produce the same final summed vector.
Sine and Cosine Curves- Dr. Farhana Shaheen
This presentation is about Sine and cosine curves and its applications. This also shows where we see curves in nature, architecture, science, etc.
How to find the equation of a transformed curve
The document discusses how to find the equation of a transformed curve by applying rules of substitution for different types of transformations, including reflection, translation, and stretch. Reflection involves replacing x with -x for reflection across the x-axis or replacing y with -y for reflection across the y-axis. Translation uses substitution of x or y based on the direction and distance of movement. Stretch involves dividing x or y by the scale factor depending on whether the stretch is parallel to the x or y-axis. An example problem is provided to demonstrate the approach.
Assignment
Three forces of 2P, 3P and 4P act along the three sides of an equilateral triangle with a side length of 100 mm. The resultant force is calculated to be 1.732P with a position of (-1.5P, -0.866P).
Lesson 43
The document discusses the graphs of sine and cosine functions. It notes that sine functions have an amplitude of 1 and complete a full cycle every 360 degrees or 2π radians. Cosine functions are similar but start at 1 or -1 depending on whether y=cosθ or y=-cosθ. The amplitude of sine and cosine functions can be changed by multiplying the function by a constant. The document includes graphs illustrating these properties.
Grade 11, U1A-L2 Motion Graphs
1) The document discusses position-time graphs and velocity-time graphs, defining uniform motion as having constant velocity in both magnitude and direction.
2) It provides examples of how to determine average and instantaneous velocity from position-time graphs by calculating slopes of lines on the graphs.
3) Instructions are given on how to draw a velocity-time graph based on information from a position-time graph by calculating the slope of each part of the position-time graph to determine velocity.
Estudio e interpretación de un mapa topográfico
1) The document describes how to analyze and interpret a topographic map. It provides steps to determine map scale and calculate distances on the map based on the scale.
2) It explains how to identify contour lines that represent specific elevations on the map and determine elevation for points located between lines.
3) Additional steps are described for interpreting map features like valleys and rivers, including identifying flow direction based on valley shape.
Maths ppt 2016 .fb
Trigonometry is a branch of mathematics that studies triangles and the relationships between sides and angles. It uses trigonometric ratios to calculate heights, distances, and other measurements that cannot be directly observed. The angle of elevation is formed between an observer's line of sight and the horizontal when looking up at an object. The angle of depression is formed when an observer looks down, between the line of sight and the horizontal. Both can be used with trigonometric functions to determine unknown measurements.
Engineering Mechanice Lecture 04
1) The document discusses force-couple systems and how a single force can be replaced by an equivalent force-couple system. It explains that a force produces both translational and rotational effects, while a couple only produces rotational effects.
2) It provides an example of replacing a force F acting at point A with two equal and opposite forces F and -F acting along parallel lines at point B, which form a couple with moment Fd. This force-couple system is equivalent to the original single force.
3) The concept of a force-couple equivalent enables the transfer of a force to another location outside its line of action, which has many applications in mechanics.
Grade 11, U1A-L5, Add/Sub Vectors in a Plane
This document discusses adding and subtracting vectors in a plane. It provides instructions on how to draw vector diagrams, define vectors, and apply rules to add and subtract vectors. Key steps include placing the tail of one vector at the tip of another when adding, and drawing a vector in the opposite direction when subtracting. Trigonometry can be used to find the magnitude and direction of the resultant vector. Examples are provided to demonstrate solving vector addition and subtraction problems using diagrams and trigonometric methods. Practice problems are included for students to work through.
2.3 010 projectile_motion
The document discusses projectile motion and provides examples to illustrate key concepts:
a) Horizontal motion is at constant velocity, vertical motion accelerates at 9.8 m/s^2 due to gravity.
b) Equations for horizontal motion are v=d/t, vertical motion are v=at and d=1/2at^2.
c) Examples show applying the equations to calculate velocities and distances of objects in projectile motion after a set time.
Grade 11, U1A-L4, Motion Equations
The document discusses equations of motion using velocity-time graphs, including the relationships between displacement, average velocity, and the area under the graph. It provides examples of calculating time for one object to catch up to another using the kinematic equations and information about their initial velocities and accelerations. Practice problems are presented at the end to further illustrate applying the kinematic equations.
Position vs Time Graphs
Position vs time graphs show motion by plotting position on the y-axis and time on the x-axis. The slope of the line indicates velocity, which can be calculated by finding the change in position over the change in time. A positive slope means positive velocity and moving forward, a zero slope means zero velocity and no movement, and a negative slope means negative velocity and moving in the opposite direction.
Grade 11, U1C-L4A, Vertical PM, MaCS Class
This document discusses vertical projectile motion with an initial vertical velocity component. It provides examples of how to calculate time of flight, maximum height, and range for objects moving under gravity, such as arrows shot at an angle. It includes sample problems and solutions, as well as references to online video explanations and additional practice problems from other sources. Key concepts covered are the use of initial vertical velocity, quadratic equations to solve for time of flight if maximum height is not zero, and how to determine if a trajectory is symmetrical or not.
CURVATURE AND RADIUS OF CURVATURE
SOME INTRODUCTION AND TYPES OF QUESTIONS ON RADIUS OF CURVATURE AND CURVATURE.......
Hope it will be helpful for you
Slope and Displacement by the Moment area theorems
This document provides an introduction and overview of structural analysis using the moment-area method. It discusses two theorems by Mohr that form the basis of this method. Theorem 1 relates the angle between tangents on the elastic curve of a beam to the area under the bending moment diagram. Theorem 2 relates the vertical deviation of tangents to the moment of the area under the bending moment diagram. The document defines key terms like slope, deflection, and elastic curve. It also outlines the basic procedure for using the moment-area method to determine slope and displacement of beams.
Couple 136
This presentation defines a couple as a system of two parallel forces that are equal in magnitude but opposite in direction and separated by a perpendicular distance. It provides the expression for calculating the magnitude of a couple as the product of one of the forces and the perpendicular distance between them. Some key properties discussed are that a couple produces rotational but not translational movement and has a resultant moment but not force. Examples of how couples apply to reinforced and pre-stressed concrete are also provided.
Engineering Mechanics Pdf
Learn Online Courses of Subject Engineering Mechanics of First Year Engineering. Clear the Concepts of Engineering Mechanics Through Video Lectures and PDF Notes. Visit us: https://ekeeda.com/streamdetails/subject/Engineering-Mechanics
What's hot (20)
Slope and Displacement by the Moment area theorems
Slope and Displacement by the Moment area theorems
Similar to Ae1 20 21_sb_s_semi frame_slope deflection_side sway
AE1_21_22_TEST 3_SLOPE DEFLECTION_2.pptx
The document discusses using the slope deflection method to analyze two structural frames with an inclined support and beam with roller. It compares how each frame moves due to a 3 cm settlement at point B, including the degrees of freedom and effects of loads, rotation, and settlement. The document addresses determining the number of equilibrium equations and calculating end moments and bending moment diagrams.
Ae1 21 22_test 3_slope deflection_2
The document discusses using the slope deflection method to analyze two structural frames with an inclined support and beam with roller. It compares how each frame moves due to a 3 cm settlement at point B, including the degrees of freedom and effects of loads, rotation, and settlement. The document addresses determining the number of equilibrium equations and calculating end moments and bending moment diagrams.
AE1_21_22_SbS_frame with and without cantilevers.pptx
The document discusses the slope deflection method for analyzing statically indeterminate beams and frames. It covers determining degrees of freedom, setting up equilibrium equations based on the effects of loads, rotations, and displacements, and solving for member forces and the deformed shape. The method is demonstrated for frames with various boundary conditions, including cantilevers.
Ae1 21 22_sb_s_frame with and without cantilevers
The document discusses the slope deflection method for analyzing statically indeterminate beams and frames. It covers determining degrees of freedom, setting up equilibrium equations based on the effects of loads, rotations, and displacements, and solving for member forces and the deformed shape. The method is demonstrated for frames with various boundary conditions, including cantilevers.
Ae1 18 !9_sb_s_frame_inclined supports and cantilever
This document discusses the slope deflection method for analyzing non-sway frames with cantilevers. It provides steps for applying the slope deflection method, including determining degrees of freedom, calculating fixed end moments from applied loads, analyzing effects of joint rotations, establishing equilibrium equations, and determining bending moments, shear forces, axial forces, and the deformed shape. Questions are also posed about analyzing properties of different frame configurations using this method.
AE1_21_22_SbS_two span_inclined supports frame_slope deflection_.pptx
AE1_21_22_SbS_two span_inclined supports frame_slope deflection_.pptxPérez Gutiérrez María Concepción
This document discusses applying the slope deflection method to analyze a frame structure with inclined supports. It describes the key steps of the slope deflection method, including determining degrees of freedom, end moments from loads and joint displacements, establishing equilibrium equations, and calculating member forces and displacements. It also addresses analyzing the effects of a foundation settlement at one support, including modifying the analysis to account for the displacement.AE1_22_23_CLASS 6_22_10_06_STATICALLY INDETERMINATE_class 4.pptx
This document contains lecture notes on structural analysis. It discusses and compares two methods for analyzing statically indeterminate beams and frames: the compatibility method and the slope deflection method. The slope deflection method is presented as being better suited than the compatibility method for problems where there is a high degree of indeterminacy, as it involves fewer equations and unknowns. The document then walks through applying the slope deflection method to solve an example problem involving a continuous beam.
Ae1 20 21_sb_s_inclined supports frame_slope deflection_
The document discusses applying the slope deflection method to analyze an inclined supports frame structure. It explains that the slope deflection method requires determining the effect of loads, joint rotations, and joint displacements on end moments. Three degrees of freedom must be considered: rotations at joints D and E, and the horizontal displacement at joint D. The method involves determining relationships between displacements, then setting up and solving equilibrium equations.
Ae1 21 22_class 8_matrix
The document discusses the direct stiffness method for structural analysis. It describes assembling the global stiffness matrix [K] by summing the individual stiffness matrices [k] of each structural member. Each single stiffness matrix contains terms related to the member's geometry, material properties, and orientation. Transformation matrices are used to relate member displacements and forces between local and global coordinate systems when members are not aligned with the global system. The direct stiffness method forms and solves the matrix equation [K][∆]=[F] to determine the displacements [∆] of the structure under applied forces [F].
Ae1 21 22_class 2_statically determinate systems_examples
This document contains notes from a Structural Analysis I course taught to third year architecture students. It covers topics related to statically determinate systems including beams, frames, trusses, and calculations of reactions, shear forces, bending moments, and displacements. There are examples of applying concepts like the unit load method, superposition principle, and simple beam formulas to solve for values in various static systems. Instructors and students discuss beams and structures to better understand structural behavior.
AE1_22_23_CLASS_MATRIX.pptx
The document discusses the direct stiffness method for structural analysis. It covers key aspects of applying the direct stiffness method including defining the global stiffness matrix [K], movements matrix [∆], and forces matrix [F]. It also discusses calculating individual bar stiffness matrices and considering transformations when bars are not aligned with the global coordinate system. The document uses a simple frame example to demonstrate applying the direct stiffness method step-by-step.
Ae1 20 21_class 2_statically determinate systems_examples
The document discusses concepts related to statically determinate systems and structural analysis of beams and frames. It covers topics like reactions, internal forces, displacements, and deflections calculated using methods like unit load, superposition, and simple beam formulas. Worked examples of beams, trusses and frames are presented to illustrate the application of structural analysis concepts to determine properties like support reactions, member forces, and displacement behaviour.
Ae1 20 21_test 3
The document discusses a test on the slope deflection method for structural analysis. It contains information on an assignment for a Structural Analysis I course, including the course name and term, for students studying for a Degree in Architecture in Year 3. It references questions about whether systems are statically determinate, the bending moment diagram along a specific segment, and degrees of freedom.
Ae1 21 22_class 0_structural models
This document contains lecture materials for a Structural Analysis I course. It covers topics such as structural models, types of supports and connections, stability and determinacy, internal forces including axial force, shear force, bending moment and torsion. Examples of structures are provided to illustrate different concepts. Students are given assignments and tests to assess their understanding of these structural analysis topics.
2-Analysis of Statically Determinate Structures.pdf
This document provides an overview of analyzing statically determinate structures. It defines key terms like idealized structure, load path, principle of superposition, equations of equilibrium, determinacy and stability. Examples are given to classify structures as determinate or indeterminate, as well as to determine reactions on beams and frames by applying the equations of equilibrium. The objective is to show how to model structures and analyze statically determinate, planar structures connected by pins.
Ae1 19 20_2_test 1
This document contains questions and explanations from a structural analysis exam on statically determinate systems for a Degree in Architecture program. It addresses questions about whether trusses and beams are statically determinate, how to calculate axial forces, displacements, and reactions for various structural elements, and how to apply the virtual work principle and equilibrium equations to solve static determinacy problems.
Review of structural analysis
This document provides an overview of structural analysis presented by Hassan Abba Musa. It defines structural analysis as predicting the response of a structure to various loads. Loads are classified as dead loads from the structure's weight and imposed loads like wind and seismic forces. Structural analysis ensures equilibrium, displacement compatibility, and force-displacement relationships. Different structural elements, analysis techniques, and matrix operations are also introduced.
Ae1 19 20_2_test 2
The document discusses a structural analysis test problem involving static determinacy. It explores whether cables can support loads in different structural systems and what methods can be used to calculate displacements, bending moments, and cable forces. The compatibility method is identified as the appropriate approach to determine the cable's axial force in one of the systems.
Structural Theory II (Part 2/2)
Leet, Kenneth, Chia-Ming Uang, and Anne M. Gilbert. Fundamentals of structural analysis. McGraw-Hill, 2010
Chapter 1 Deflections using Energy Methods
Chapter 2 Analysis of Structures using Flexibility Method
Chapter 3 Analysis of Structures using Slope-Deflection Method
Chapter 4 Analysis of Structures using Moment Distribution Method
Chapter 5 Influence Lines for Statically Indeterminate Structures
Chapter 6 Introduction to the General Stiffness Method
Chapter 7 Matrix Analysis of Trusses by the Direct Stiffness Method
Chapter 8 Introduction of Matrix Analysis for Beams and Frames
Design of columns biaxial bending as per IS 456-2000
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.
Similar to Ae1 20 21_sb_s_semi frame_slope deflection_side sway (20)
AE1_21_22_SbS_frame with and without cantilevers.pptx
AE1_21_22_SbS_frame with and without cantilevers.pptx
Ae1 18 !9_sb_s_frame_inclined supports and cantilever
Ae1 18 !9_sb_s_frame_inclined supports and cantilever
AE1_21_22_SbS_two span_inclined supports frame_slope deflection_.pptx
AE1_21_22_SbS_two span_inclined supports frame_slope deflection_.pptx
AE1_22_23_CLASS 6_22_10_06_STATICALLY INDETERMINATE_class 4.pptx
AE1_22_23_CLASS 6_22_10_06_STATICALLY INDETERMINATE_class 4.pptx
Ae1 20 21_sb_s_inclined supports frame_slope deflection_
Ae1 20 21_sb_s_inclined supports frame_slope deflection_
Ae1 21 22_class 2_statically determinate systems_examples
Ae1 21 22_class 2_statically determinate systems_examples
Ae1 20 21_class 2_statically determinate systems_examples
Ae1 20 21_class 2_statically determinate systems_examples
2-Analysis of Statically Determinate Structures.pdf
2-Analysis of Statically Determinate Structures.pdf
Design of columns biaxial bending as per IS 456-2000
Design of columns biaxial bending as per IS 456-2000
More from Pérez Gutiérrez María Concepción
FM1_geo_1_22_12_13.pptx
The document discusses the topics that will be covered on an exam for the course Fundamentals of Mathematics I in Architecture. The exam will cover theories of lines and geometry. Geometry will make up 70% of the exam and will include topics like trusses, cables, eigenvalues and eigenvectors, algebraic structures, line equations in 2D and 3D, and triangle centers. The document then provides details and examples about reciprocal diagrams, eigenvalues and eigenvectors, algebraic structures like vector spaces and affine transformations, and linear maps.
FM1_geo_1_22_12_12.pptx
The document discusses topics in mathematics that are fundamental to architecture, including geometry, matrices, eigenvalues and eigenvectors, algebraic structures, and affine transformations. It covers finding eigenvalues and eigenvectors of matrices, properties of eigenvalues and eigenvectors, and defines key concepts like vector spaces, affine spaces, and examples of affine transformations. The document appears to be notes for a university exam covering these essential mathematical foundations of architecture.
FM1_geo_1_22_11_29.pptx
The document discusses key concepts in geometry relevant to architecture such as:
- Defining lines in 3D space using vectors and equations
- Calculating distances between points and lines
- Determining angles between lines
- Classifying relationships between lines as parallel, intersecting, or skew
- Using dot, cross, and triple products to analyze geometric relationships
The presentation covers linear equations, vectors, distances, angles, and classifications of lines to establish fundamental geometric concepts for architecture.
FM1_geo_1_22_11_29.pptx
This document outlines topics from a university course on the fundamentals of mathematics for architecture. It discusses lines in 3D coordinate systems, including defining lines using points and vector directors, explicit and implicit line equations, and the relationships between parallel lines, intersecting lines, and skew lines. It also covers calculating the distance between points and lines, the angle between lines, and using dot products, cross products, and triple products.
FM1_geo_1_22_11_28.pptx
The document provides an overview of topics in geometry that are relevant to architecture, including: defining lines in 3D coordinate systems using vectors; equations for lines; calculating distances between points and between points and lines; determining angles between lines; and classifying relationships between parallel, intersecting, and skew lines. Examples are given of determining midpoints and using dot, cross, and triple products to analyze relationships between vectors.
FM1_geo_1_22_11_22.pptx
The document discusses key concepts in geometry that are relevant to architecture, including points, lines, planes, and different ways to define lines using vectors or equations. It covers position vectors, vector directors, and explicit and implicit equations for lines. Examples of architectural works using these geometric concepts are presented, along with practice problems defining lines and their equations in a two-dimensional coordinate system.
FM1_geo_1_22_11_21.pptx
This document discusses key concepts in geometry relevant to architecture such as points, lines, planes, and vectors. It covers how to define a line using two points or a point and vector director. It emphasizes the importance of defining position vectors of points and the equations of lines, including the line parallel to a given vector that passes through a given point. Examples of architectural works like the Taichung Opera House are presented. The goal is to introduce students to fundamental geometric concepts needed for architecture.
FM1_geo_1_22_11_21.pptx
The document discusses key concepts in geometry relevant to architecture such as points, lines, vectors, and equations of lines. It covers how to define the position of points using position vectors, and how lines can be defined by two points or a point and vector director. The document emphasizes the importance of defining the position of points, equations of lines, and knowing the position of every point on a line parallel to a given vector through a given point. It appears to be notes from a university class on the mathematical fundamentals of geometry for architecture.
FM1_geo_1_24_11_15.pptx
The document discusses fundamentals of mathematics in architecture and geometry. It covers funicular polygons, which are shapes formed by cables under tension between fixed points. Five examples are shown of funicular polygons and the positions and magnitudes of forces. Students are instructed to design two funicular polygon options between points A and E, with specific requirements on the total and minimum number of applied forces, horizontal force component, and maximum force per segment.
FM1_geo_1_24_11_14.pptx
This document discusses fundamentals of mathematics in architecture and geometry. It covers topics like funicular polygons, forces diagrams, and examples of structural designs that utilize funicular polygons including bridges and stadiums. It provides instructions for students to determine coordinates and internal forces for given funicular polygons under different assumptions of horizontal and maximum forces. It also includes images and diagrams to illustrate funicular polygons and structural examples.
FM1_geo_1_24_11_8.pptx
The document discusses fundamentals of mathematics in architecture and geometry. It covers topics like funicular polygons, forces diagrams, and examples of bridges that employ funicular polygons. It provides instructions for two examples involving determining coordinates of points in a funicular polygon and calculating internal forces, and shows diagrams related to solving the examples. It also references sources of information and images related to mathematical concepts for architecture.
FM1_geo_1_24_11_7.pptx
This document appears to be notes from a mathematics course on the fundamentals of mathematics for architecture. It covers topics like Maxwell-Cremona methods for determining internal forces in trusses, form diagrams, geometry of bars, and force diagrams. It includes several examples and questions. There are also discussions of funicular polygons and determining forces and coordinates of points for cables on bridges using geometric methods. The document contains diagrams of bridges and structures to illustrate the mathematical concepts.
AE1_11_22_frame competition.pptx
The document contains rules and guidelines for a structural analysis competition involving the design and testing of balsa wood frames. It mentions that the competition this year will provide the frame geometry and thickness. It advises competitors to avoid lateral buckling, be careful of the geometry, and notes that bending moments and deformed shape will be evaluated. Failure modes that can be bet on include bending failure, shear force failure, punching, unglued flange-web joints, global and local buckling. Competitors are reminded to be careful in the building process.
FM1_geo_1_24_10_25.pptx
This document discusses a class on the fundamentals of mathematics in architecture. It covers topics like the Maxwell-Cremona method for calculating internal forces in bars using examples. It mentions a building designed by Renzo Piano as an example. It includes questions to test understanding of concepts covered. The document focuses on geometry and structural analysis principles for architectural design.
FM1_geo_1_24_10_24.pptx
The document discusses the fundamentals of mathematics in architecture and geometry. It covers topics like the Maxwell-Cremona method for determining internal forces in bars, reciprocal diagrams of external forces, and step-by-step processes for constructing reciprocal diagrams. Examples are provided throughout to illustrate these concepts. The document also references architectural works like the Villa La Mediterranee designed by Stefano Boeri and the Thomson Optronics Factory built by Renzo Piano.
AE1_22_23_CLASS 9_22_10_20_STATICALLY INDETERMINATE_class 4.pptx
This document discusses the slope deflection method for analyzing statically indeterminate beams and frames. It covers applying the slope deflection method step-by-step, including determining degrees of freedom, calculating the effects of loads, rotations, and displacements, setting up equilibrium equations, solving for unknowns, and determining support reactions, bending moments, shear forces, and axial forces. It also addresses applying the method to structures with known displacements such as settlements.
FM1_geo_1_22_10_18.pptx
This document discusses a class on the fundamentals of mathematics in architecture. It covers topics like Maxwell-Cremona methods for determining internal forces in bars. It provides examples of applying these methods and discusses the origins with James Clerk Maxwell and Luigi Cremona in the late 19th century. It also includes diagrams of reciprocal force diagrams and asks questions about determining joint signs in structural systems.
FM1_geo_1_22_10_17.pptx
This document discusses a university course on the mathematical fundamentals of architecture and geometry. It covers topics like Maxwell-Cremona methods for determining internal forces in bars, examples of applying these methods, biographies of James Clerk Maxwell and Luigi Cremona who developed these structural analysis methods in the 19th century, reciprocal diagrams for external and global forces, and examples of solving for joint signs. The course contains lectures, examples, and questions to test understanding of these geometric and structural analysis concepts important for architectural design.
FM1_geo_1_22_10_11_.pptx
This document discusses a class on the fundamentals of mathematics in architecture. It covers topics like internal forces in bars and joints. Examples are provided of calculating internal forces using the joints method. The document also references a building called the Norcon-Haus in Hannover, Germany from 1986 and labels the different joints - A, B, C, D, E and F. It appears to be lecture materials that includes examples, questions and references to previous concepts taught in Mathematics 1.
FM1_geo_1_22_10_10_.pptx
The document discusses a class on the fundamentals of mathematics in architecture and geometry. It covers examples of calculating internal forces in structural bars using the joints method. Diagrams are presented of different structural joints labeled A through E. A discussion is held on simplifying structural systems. An image is shown of the Primary School in Gando, Burkina Faso designed by Francis Kere in 2001.
More from Pérez Gutiérrez María Concepción (20)
AE1_22_23_CLASS 9_22_10_20_STATICALLY INDETERMINATE_class 4.pptx
AE1_22_23_CLASS 9_22_10_20_STATICALLY INDETERMINATE_class 4.pptx
Recently uploaded
Embedded machine learning-based road conditions and driving behavior monitoring
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
Recycled Concrete Aggregate in Construction Part II
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Unit-III-ELECTROCHEMICAL STORAGE DEVICES.ppt
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
ISPM 15 Heat Treated Wood Stamps and why your shipping must have one
For International shipping and maritime laws all wood must contain the ISPM 15 Stamp. Here is how and why.
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
ACEP Magazine edition 4th launched on 05.06.2024
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
学校原版美国波士顿大学毕业证学历学位证书原版一模一样
原版一模一样【微信：741003700 】【美国波士顿大学毕业证学历学位证书】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
5214-1693458878915-Unit 6 2023 to 2024 academic year assignment (AutoRecovere...
Bigdata of technology
Recycled Concrete Aggregate in Construction Part III
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Eric Nizeyimana's document 2006 from gicumbi to ttc nyamata handball play
this notes have been created
by Eric36 at nyamata ttc
after readings
pe book for y2sme .
Advanced control scheme of doubly fed induction generator for wind turbine us...
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology towards Sustainable Steelmaking
Recently uploaded (20)
Embedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoring
Recycled Concrete Aggregate in Construction Part II
Recycled Concrete Aggregate in Construction Part II
Manufacturing Process of molasses based distillery ppt.pptx
Manufacturing Process of molasses based distillery ppt.pptx
Engineering Drawings Lecture Detail Drawings 2014.pdf
Engineering Drawings Lecture Detail Drawings 2014.pdf
ISPM 15 Heat Treated Wood Stamps and why your shipping must have one
ISPM 15 Heat Treated Wood Stamps and why your shipping must have one
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
5214-1693458878915-Unit 6 2023 to 2024 academic year assignment (AutoRecovere...
5214-1693458878915-Unit 6 2023 to 2024 academic year assignment (AutoRecovere...
Recycled Concrete Aggregate in Construction Part III
Recycled Concrete Aggregate in Construction Part III
Eric Nizeyimana's document 2006 from gicumbi to ttc nyamata handball play
Eric Nizeyimana's document 2006 from gicumbi to ttc nyamata handball play
Advanced control scheme of doubly fed induction generator for wind turbine us...
Advanced control scheme of doubly fed induction generator for wind turbine us...
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Ae1 20 21_sb_s_semi frame_slope deflection_side sway
- 1. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller cperez.eps@ceu.es molina.eps@ceu.es LET’S SOLVE THE FOLLOWING SEMI FRAME (inclined support + horizontal beam) EQUILIBRIUM EQUATIONS ARE NOT ENOUGH TO ANALYZE THE SYSTEM AS THE DEGREE OF INDETERMINACY IS HIGH we consider as unknowns the DEGREES OF FREEDOM so we apply the SLOPE DEFLECTION METHOD
- 2. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller HOW DOES THIS FRAME MOVE?
- 3. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller EFFECT OF THE LOADS APPLIED ALONG THE BARS M=0
- 4. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller WE MAKE JOINT B ROTATE AND WE MEASURE THE EFFECT OF THIS ROTATION M=0
- 5. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller WE MAKE JOINT A MOVE AND WE MEASURE THE EFFECT OF THE MOVEMENT M=0
- 6. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller REMEMBER: END MOMENTS DUE TO THE DISPLACEMENT APPEAR ONLY IN BARS THAT ROTATE AS A CONSEQUENCE OF THE DISPLACEMENT M=0
- 7. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller HOW MANY EQUILIBRIUM EQUATIONS?
- 8. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller FIRST EQUATION: S MB = 0 SECOND EQUATION?
- 9. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller SECOND EQUATION? IT IS INTERESTING FINDING A EQUATION IN WHICH NO AXIAL FORCES ARE INVOLVED
- 10. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller SECOND EQUATION? IT IS INTERESTING FINDING A EQUATION IN WHICH NO AXIAL FORCES ARE INVOLVED AT O THE AXIAL FORCE ALONG BC AND THE VERTICAL REACTION FORCE AT A INTERSECT S MO = 0
- 11. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller
- 12. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller END MOMENTS
- 13. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller END MOMENTS AND SHEAR FORCES
- 14. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller SHEAR FORCE DIAGRAM
- 15. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller AXIAL FORCES (ANALYSING JOINT B FIRST AND WHAT HAPPENS ALONG AB THEN)
- 16. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller AXIAL FORCE DIAGRAM
- 17. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller BENDING MOMENTS DIAGRAM AND DEFORMED SHAPE
- 18. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller THINK ABOUT WHAT HAPPENS IN THESE FRAMES
- 19. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller THINK ABOUT WHAT HAPPENS IN THESE FRAMES
- 20. cperez.eps@ceu.es molina.eps@ceu.es STRUCTURAL ANALYSIS I SLOPE DEFLECTION METHOD Inclined support + beam with roller THINK ABOUT WHAT HAPPENS IN THESE FRAMES