Lecture 25: Equilibrium of a Rigid Body

Slides:



Advertisements
Similar presentations
Lecture 42: Course Material Review
Advertisements

Lecture 38: Examples of Friction Analysis
Today’s Objective: Students will be able to:
Lecture 30: Examples on Method of Sections
ENGI 1313 Mechanics I Lecture 10: Particle Equilibrium, Free-Body Diagrams and Coplanar Forces.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Lecture 13: Force System Resultants
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Lecture 33: Frames and Machines
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Lecture 27: Structural Analysis
Structure Analysis I Eng. Tamer Eshtawi.
ME 221Lecture 231 ME 221 Statics Lecture #23 Sections 5.6 & 5.7.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Lecture 40: Center of Gravity, Center of Mass and Geometric Centroid
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Lecture 26: 3D Equilibrium of a Rigid Body
Lecture 29: Zero Force Members and Method of Sections
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
3D Rigid Body Equilibrium. (Reference 5.5 and 5.6)
5.6 Equations of Equilibrium
Copyright © 2010 Pearson Education South Asia Pte Ltd
Equilibrium of a Rigid Body 5 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
5.4 Two- and Three-Force Members
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
RIGID BODY EQUILIBRIUM IN 3-D (Sections 5.5 – 5.7)
Today’s Objective: Students will be able to:
ENGINEERING MECHANICS STATICS & DYNAMICS Instructor: Eng. Eman Al.Swaity University of Palestine College of Engineering & Urban Planning Chapter 5: Equilibrium.
Students will be able to:
Statics, Fourteenth Edition R.C. Hibbeler Copyright ©2016 by Pearson Education, Inc. All rights reserved. In-Class Activities: Check Homework Reading Quiz.
ME 201 Engineering Mechanics: Statics
EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
Shawn Kenny, Ph.D., P.Eng. Assistant Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland ENGI.
CE Statics Chapter 5 – Lectures 4 and 5. EQUILIBRIUM IN THREE DIMENSIONS Free-Body Diagram Equations of Equilibrium.
Procedure for drawing a free-body diagram - 2-D force systems Imagine the body to be isolated or cut “free” from its constraints and connections, draw.
Equilibrium of a Rigid Body 5 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
MEC 0011 Statics Lecture 6 Prof. Sanghee Kim Fall_ 2012.
EQUILIBRIUM OF RIGID BODIES
EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS Objectives: a) Identify support reactions, and, b) Draw a free-body diagram.
RIGID BODY EQUILIBRIUM IN 3-D
ES2501: Statics/Unit 14-1: Equilibrium of Rigid Bodies: 2D Problems
Today’s Objective: Students will be able to:
Today’s Objective: Students will be able to:
ENGR-1100 Introduction to Engineering Analysis
DNT 122 – APPLIED MECHANICS
Today’s Objective: Students will be able to:
Chapter Objectives Chapter Outline Rigid body diagram FBD and RBD
Today’s Objective: Students will be able to:
Today’s Objective: Students will be able to:
ENGINEERING MECHANICS
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS
Forces, Moment, Equilibrium and Trusses
Equilibrium Of a Rigid Body.
Copyright © 2010 Pearson Education South Asia Pte Ltd
Low 39% High 112% Average 82% Mode 67%
Presentation transcript:

Lecture 25: Equilibrium of a Rigid Body ENGI 1313 Mechanics I Lecture 25: Equilibrium of a Rigid Body

Lecture Objective to illustrate application of 2D equations of equilibrium for a rigid body to examine concepts for analyzing equilibrium of a rigid body in 3D

Example 25-01 Determine the force P needed to pull the 50-kg roller over the smooth step. Take θ = 60°.  =

Example 25-01 (cont.) What XY-coordinate System be Established? y x  =

Example 25-01 (cont.) Establish FBD y x  NB  = NA w = mg = (50 kg)(9.807 m/s2) = 490 N

Example 25-01 (cont.) Determine Force Angles Roller self-weight y y x  x  70  = 20  = NB  = 20 NA w = 490 N

Example 25-01 (cont.) Determine Force Angles Normal reaction force at A y x y x  90  = NB NA w = 490 N NA

Example 25-01 (cont.) Determine Force Angles Normal reaction force at B y x y x  r = 0.6 m yB = (0.6 m – 0.1 m) = 0.5 m NB  = NB NA w = 490 N

Example 25-01 (cont.) Draw FBD y y x x w = 490 N P  = 20  = 60 NB   = NB NA w = 490 N NA= 0 N

Example 25-01 (cont.) What Equilibrium Equation should be Used to Find P? MB = 0 w = 490 N  = 20 P x y  = 60 xB = 0.3317 m yB = 0.5 m NB  NA

Comprehension Quiz 25-01 If a support prevents rotation of a body about an axis, then the support exerts a ________ on the body about that axis. A) Couple moment B) Force C) Both A and B D) None of the above. Answer: A

3-D Equilibrium Basic Equations Moment equations can also be determined about any point on the rigid body. Typically the point selected is where the most unknown forces are applied. This procedure helps to simplify the solution.

Application to 3D Structures (cont.) Engineering Design Basic analysis Check more rigorous methods

Application to 3D Structures (cont.) Axial Forces Design of Experimental Test Frame Lateral Loads Couple Forces For Bending

3-D Structural Connections Ball and Socket Three orthogonal forces

3-D Structural Connections (cont.) Single Journal Bearing Two forces and two couple moments Frictionless Circular shaft Orthogonal to longitudinal bearing axis

3-D Structural Connections (cont.) Journal Bearing (cont.) Two or more (properly aligned) journal bearings will generate only support reaction forces

3-D Structural Connections (cont.) Single Hinge Three orthogonal forces Two couple moments orthogonal to hinge axis

3-D Structural Connections (cont.) Hinge Design Two or more (properly aligned) hinges will generate only support reaction forces

Rigid Body Constraints What is the Common Characteristic? Statically determinate system

Redundant Constraints Statically Indeterminate System Support reactions > equilibrium equations

Improper Constraints Rigid Body Instability 2-D problem Concurrent reaction forces Intersects an out-of-plane axis

Improper Constraints (cont.) Rigid Body Instability 3-D problem Support reactions intersect a common axis

Improper Constraints (cont.) Rigid Body Instability Parallel reaction forces

References Hibbeler (2007) http://wps.prenhall.com/esm_hibbeler_engmech_1