Chapter Outline Shigley’s Mechanical Engineering Design.

Slides:



Advertisements
Similar presentations
Strength of Materials I EGCE201 กำลังวัสดุ 1
Advertisements

Spring 2007 Dr. D. M. McStravick Rice University
Indeterminate Structure Session Subject: S1014 / MECHANICS of MATERIALS Year: 2008.
Overview of Loads ON and IN Structures / Machines
CIVL3310 STRUCTURAL ANALYSIS
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Copyright Joseph Greene 2003 All Rights Reserved 1 CM 197 Mechanics of Materials Chap 16: Deflections of Beams Professor Joe Greene CSU, CHICO Reference:
Engineering H191 - Drafting / CAD Gateway Engineering Education Coalition Lab 5P. 1Autumn Quarter Material Joining and Beam Bending Lab 5.
CHAPTER OBJECTIVES Use various methods to determine the deflection and slope at specific pts on beams and shafts: Integration method Discontinuity functions.
Chapter 12 Deflection of beams and shafts
Matrix Methods (Notes Only)
Deflections.
Mechanics of Materials Lab
DEFLECTIONS (Chapter 8) WHY? FACTORS IN DESIGN Safety Esthetics Serviceability Environment Economy DETERMINACY Determinate Structures Equations of Equilibrium.
Unit 3: Solid mechanics An Introduction to Mechanical Engineering: Part Two Solid mechanics Learning summary By the end of this chapter you should have.
Elastic Curves of Beams. Basic Equations for Beam Deflection.
ENGR 220 Section 12.1~12.2.
Deflections of Beams and Shafts Deflection and slope are sometimes the limiting factors in beam and shaft design. Methods for solving deflection and problems.
Beam Deflection Review ( )
Deflection and Stiffness
BFC (Mechanics of Materials) Chapter 4: Deformation of Statically Determinate Structure (Beam Deflection) Shahrul Niza Mokhatar
Chapter Outline Shigley’s Mechanical Engineering Design.
6.0 ELASTIC DEFLECTION OF BEAMS
ECIV 320 Structural Analysis I
Beams Beams: Comparison with trusses, plates t
CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES
Chapter 12 Deflection of Beams and Shafts
9 Deflection of Beams.
Chapter 9.5 Method of Virtual Work: Beams and Frames
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Fundamentals of Machine Elements, 3 rd ed. Schmid, Hamrock and Jacobson © 2014 CRC Press Chapter 5: Deformation Let me tell you the secret that has led.
CTC / MTC 222 Strength of Materials
Deflections of Beams and Shafts
9 Deflection of Beams.
Beams Session Subject: S1014 / MECHANICS of MATERIALS Year: 2008.
Jiangyu Li, University of Washington Lecture 2-4 Beam Mechanics of Materials Laboratory Sec. 3-4 Jiangyu Li University of Washington Mechanics of Materials.
CIVL3310 STRUCTURAL ANALYSIS
The Finite Element Method A Practical Course
Bending of Beams MECHENG242 Mechanics of Materials 2.3 Combined Bending and Axial Loading 2.0 Bending of Beams 2.4 Deflections in Beams 2.5 Buckling (Refer:
Mechanics of Thin Structure Lecture 15 Wrapping Up the Course Shunji Kanie.
Chapter Outline Shigley’s Mechanical Engineering Design.
3. Stresses in Machine Elements Lecture Number – 3.1 Prof. Dr. C. S. Pathak Department of Mechanical Engineering Sinhgad College of Engineering, Pune Strength.
CHAPTER OBJECTIVES Use various methods to determine the deflection and slope at specific pts on beams and shafts: Integration method Discontinuity functions.
Chapter 4 Pure Bending Ch 2 – Axial Loading Ch 3 – Torsion
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Structural Design for Cold Region Engineering Lecture 14 Thory of Plates Shunji Kanie.
MAE 314 – Solid Mechanics Yun Jing
Chapter 9 Deflection of Beams.
Copyright Kaplan AEC Education, 2005 Mechanics of Materials Outline Overview AXIALLY LOADED MEMBERS, p. 262 Modulus of Elasticity Poisson’s Ratio Thermal.
Chapter 4 Pure Bending Ch 2 – Axial Loading Ch 3 – Torsion Ch 4 – Bending -- for the designing of beams and girders.
Chapter 20 Statistical Considerations Lecture Slides The McGraw-Hill Companies © 2012.
Finite-Element Analysis
DAY 6.
1 CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES FINITE ELEMENT ANALYSIS AND DESIGN Nam-Ho Kim Audio: Raphael Haftka.
3.9 Linear models : boundary-value problems
BME 315 – Biomechanics Chapter 4. Mechanical Properties of the Body Professor: Darryl Thelen University of Wisconsin-Madison Fall 2009.
Deflection and Stiffness
CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES
Mechanics of Materials Dr. Konstantinos A. Sierros
Relation Between BM and Slope
Solid Mechanics Course No. ME213.
Overview of Loads ON and IN Structures / Machines
Standard Cases for Slope and Deflection (SSB)
Unit-5. Torsion in Shafts and Buckling of Axially Loaded Columns
9 Deflection of Beams.
Stresses, Strains and Deflections of Steel Beams in Pure Bending
11 Energy Methods.
Deflection of Beams Chapter 12
Theory of Structure Asst. Prof Dr. Laith Sh. Rasheed Lec
Eng Ship Structures 1 Hull Girder Response Analysis
Presentation transcript:

Chapter Outline Shigley’s Mechanical Engineering Design

Deflection Due to Bending Curvature of beam subjected to bending moment M From mathematics, curvature of plane curve Slope of beam at any point x along the length If the slope is very small, the denominator of Eq. (4-9) approaches unity. Combining Eqs. (4-8) and (4-9), for beams with small slopes, Shigley’s Mechanical Engineering Design

Deflection Due to Bending Recall Eqs. (3-3) and (3-4) Successively differentiating Shigley’s Mechanical Engineering Design

Deflection Due to Bending Fig. 4–2 (4-10) (4-11) (4-12) (4-13) (4-14) Shigley’s Mechanical Engineering Design

Example 4-1 Fig. 4–2 Shigley’s Mechanical Engineering Design

Example 4-1 Shigley’s Mechanical Engineering Design

Example 4-1 Shigley’s Mechanical Engineering Design

Example 4-1 Shigley’s Mechanical Engineering Design

Beam Deflection Methods Some of the more common methods for solving the integration problem for beam deflection Superposition Moment-area method Singularity functions Numerical integration Other methods that use alternate approaches Castigliano energy method Finite element software Shigley’s Mechanical Engineering Design

Beam Deflection by Superposition Superposition determines the effects of each load separately, then adds the results. Separate parts are solved using any method for simple load cases. Many load cases and boundary conditions are solved and available in Table A-9, or in references such as Roark’s Formulas for Stress and Strain. Conditions Each effect is linearly related to the load that produces it. A load does not create a condition that affects the result of another load. The deformations resulting from any specific load are not large enough to appreciably alter the geometric relations of the parts of the structural system. Shigley’s Mechanical Engineering Design

Example 4-2 Fig. 4–3 Shigley’s Mechanical Engineering Design

Example 4-2 Shigley’s Mechanical Engineering Design

Example 4-2 Shigley’s Mechanical Engineering Design

Example 4-3 Fig. 4–4 Shigley’s Mechanical Engineering Design

Example 4-3 Shigley’s Mechanical Engineering Design

Example 4-3 Fig. 4–4 Shigley’s Mechanical Engineering Design

Example 4-3 Shigley’s Mechanical Engineering Design

Example 4-4 Fig. 4–5 Shigley’s Mechanical Engineering Design

Example 4-4 Shigley’s Mechanical Engineering Design

Example 4-4 Shigley’s Mechanical Engineering Design