CE 382 Structural Analysis

Slides:



Advertisements
Similar presentations
SODA 5 Developed by Waterloo Eccentric Software The following design example provides a quick start tutorial to the.
Advertisements

Definition I. Beams 1. Definition
T4. DESIGN OF TIMBER COLUMN (axial compression) T4. Design of timber column page 1. Timber framed building Floor plan Section Example: Checking column.
1 Unsymmetrical and/or inhomogeneous cross sections | CIE3109 CIE3109 Structural Mechanics 4 Hans Welleman Module : Unsymmetrical and/or inhomogeneous.
Deflection of Indeterminate Structure Session Matakuliah: S0725 – Analisa Struktur Tahun: 2009.
CIVL3310 STRUCTURAL ANALYSIS
Beams and Frames.
LECTURE SERIES on STRUCTURAL OPTIMIZATION Thanh X. Nguyen Structural Mechanics Division National University of Civil Engineering
Instructor: Bob Michael, P.E.
CTC / MTC 222 Strength of Materials
CE 384 STRUCTURAL ANALYSIS I Öğr. Gör. Dr. Nildem Tayşi.
DEFLECTIONS (Chapter 8) WHY? FACTORS IN DESIGN Safety Esthetics Serviceability Environment Economy DETERMINACY Determinate Structures Equations of Equilibrium.
ENGR 220 Section 6.1~6.2 BENDING.
Structure Analysis I. Lecture 8 Internal Loading Developed in Structural Members Shear & Moment diagram Ch.4 in text book.
MESF593 Finite Element Methods HW #2 Solutions. Prob. #1 (25%) The element equations of a general tapered beam with a rectangular cross- section are given.
ENGR 225 Section
ECIV 320 Structural Analysis I Internal Loadings in Structural Members Sections 4.1 – 4.5 Study all examples.
CE 384 STRUCTURAL ANALYSIS I
One-Dimensional Problems
Statics - Review Important Principles of Statics used in Mechanics of Materials External Forces (or Loads) Concentrated Force – applied to a point on a.
Beams Beams: Comparison with trusses, plates t
9 Deflection of Beams.
Shear Forces & Bending Moments Shear & Moment Diagrams
CE 329 Structural Analysis
CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 11: Displacement Method of Analysis: Slope-Deflection Equations.
GSA basic concepts GSA Essentials.
CE 329 Structural Analysis Spring Objectives ― General List Course Objectives Describe Topical Coverage for Class Provide the Formula for Computing.
© Advance Contech (Singapore) Pte. Ltd. LIEW Yong Seong A/E/C Software Specialist Advance Contech (Singapore)
An introduction to the finite element method using MATLAB
Tutorial 3: Plane Beam.
1 20-Oct-15 Last course Lecture plan and policies What is FEM? Brief history of the FEM Example of applications Discretization Example of FEM softwares.
Tulkarem Multipurpose Sport Hall Prepared by: Moatasem Ghanim Abdul-Rahman Alsaabneh Malek Salatneh Supervisor: Dr. Shaker Albitar.
10-Beam Elements in 2-D Space (Plane Frame Element) Dr. Ahmet Zafer Şenalp Mechanical Engineering.
Analysis Stages in GSA and Construction stage analysis using GSA Thomas Li, Thomas Ward & Chris Kaethner 30 June 2010.
11/11/20151 Trusses. 11/11/20152 Element Formulation by Virtual Work u Use virtual work to derive element stiffness matrix based on assumed displacements.
Truss Analysis This tutorial will show you how to determine the forces in each member of a truss using Working Model.
THE ANALYSIS OF BEAMS & FRAMES
CE Statics Chapter 6 – Lecture 22. FRAMES AND MACHINES Frames And machines are structures composed of pin-connected members. Those members are subjected.
1 2. The number of unknowns a 1, a 2, a 3, a 4 equals the number of degrees of freedom of the element We have assumed that displacement u at coordinate.
Structural Analysis 7 th Edition in SI Units Russell C. Hibbeler Chapter 15: Beam Analysis Using the Stiffness Method.
BAR ELEMENT IN 2D (TRUSS, LINK)
By Prof. Dr. Wail Nourildean Al-Rifaie
CE381 STRUCTURAL ANALYSIS I
A truss is a structure consisting of straight members connected at their extremities only. The members being slender and unable to support lateral loads,
Structure Analysis I. Lecture 7 Internal Loading Developed in Structural Members Ch.4 in text book.
Force Method for the Analysis of Indeterminate Structures By Prof. Dr. Wail Nourildean Al-Rifaie.
Axial Force Definition: Force which is parallel to the longitudinal axis of the member.
Slope Deflection Method
Structural Analysis 7 th Edition in SI Units Russell C. Hibbeler Chapter 11: Displacement Method of Analysis: Slope-Deflection Equations.
Matrix methods.
STIFFNESS MATRIX METHOD
מרצה : ד " ר ניר שוולב מתרגלים : עודד מדינה ליאור קבסה.
Tension and Compression in Trusses
Structures Matrix Analysis
Analysis of Structures
Sample Problem 9.8 For the uniform beam and loading shown, determine the reaction at each support and the slope at end A. SOLUTION: Release the “redundant”
9 Deflection of Beams.
Revision for Mechanics of Materials
Statically Determine of Beams and Frames
PRINCIPLES OF STIFFNESS METHOD FOR BEAMS AND PLANE FRAMES
Beams.
Chapter 5 Torsion.
Slender Structures Load carrying principles
Truss and Frame Analysis
Structural Analysis II
TUTORIAL 3.
Structural Analysis II
Internal Forces.
What is a beam? Structural member that supports a load
CE Statics Chapter 7 – Lecture 3.
Presentation transcript:

CE 382 Structural Analysis with RISA-2D Educational Instructor: Dr. Blandford

OBJECTIVES Model a beam, a truss and a frame using RISA-2D Educational Find reactions, axial forces, shear forces and shear diagram, moment and moment diagram Interpret the output – check force equilibrium Find displacement – deflection and rotation Interpret the output– recognize structural deformation and check compatibility

Program Interface Drawing grid: location of points + spacing Data entry box: six tables including configuration, support condition, applied force, and material properties Graphic editing toolbar (G.E.T.) Symbols: main menu, rows of symbols

General Procedure of Modeling Global: title, designer, number of sections Units selection: Standard Imperial (SI), Standard Metric (SM) Insert / Modify Grid: origin, rectangular grid increments ( Graphic Editing Toolbar, G.E.T.) Spreadsheets: Data Entry Buttons Toolbar – Joint Coordinates, Boundary Conditions, Members, Point Loads, Distributed Loads Run the Analysis

Modeling – Data Entry Box Joint Coordinates and Labels Boundary Conditions ( G.E.T): degree of freedom Members ( G.E.T., Labels , mat. properties ) Point Load ( G.E.T.): direction, location, magnitude Distributed Load ( G.E.T.): direction, location (start, end), magnitude (start, end) Number of sections - satisfied w/equilibrium - equally spaced

Local and Global Coordinates Local coordinate – right hand rule Positive: compression, up, counter-clockwise Global coordinate - right hand rule

Output Interpretation Find internal forces: axial force diagram , shear force diagram , moment diagram . Check if equilibrium is satisfied for the whole structure, for each member, and for each joint. Find displacement: joint deflection and rotation Recognize the rule structural deformation and check if compatibility is satisfied

Structural Analysis What types of forces can be transmitted by a truss? What types of forces can be transmitted by a beam? What types of forces can be transmitted by a frame?

References Tutorial for RISA-2D Educational RISA-2D Version 7.0 Demonstration Guide Linear transformation, http://opensees.berkeley.edu