Final Examination Study Set 1. (Solutions will be in the Solutions Manual of Textbook)

Similar documents
REVIEW. Final Exam. Final Exam Information. Final Exam Information. Strategy for Studying. Test taking strategy. Sign Convention Rules

MEE224: Engineering Mechanics Lecture 4

TUTORIAL SHEET 1. magnitude of P and the values of ø and θ. Ans: ø =74 0 and θ= 53 0

Equilibrium of a Rigid Body. Chapter 5

F R. + F 3x. + F 2y. = (F 1x. j + F 3x. i + F 2y. i F 3y. i + F 1y. j F 2x. ) i + (F 1y. ) j. F 2x. F 3y. = (F ) i + (F ) j. ) j

Equilibrium of a Particle

Supplement: Statically Indeterminate Trusses and Frames

Engineering Mechanics Statics

Mechanics of Materials

ASSOCIATE DEGREE IN ENGINEERING EXAMINATIONS SEMESTER /13

TABLE OF CONTENTS. Preface...

1. Replace the given system of forces acting on a body as shown in figure 1 by a single force and couple acting at the point A.

The case where there is no net effect of the forces acting on a rigid body

STATICS. FE Review. Statics, Fourteenth Edition R.C. Hibbeler. Copyright 2016 by Pearson Education, Inc. All rights reserved.

11.1 Virtual Work Procedures and Strategies, page 1 of 2

Equilibrium of a Rigid Body. Engineering Mechanics: Statics

STATICS SECOND EDITION

Name. ME 270 Fall 2005 Final Exam PROBLEM NO. 1. Given: A distributed load is applied to the top link which is, in turn, supported by link AC.

Statics Chapter II Fall 2018 Exercises Corresponding to Sections 2.1, 2.2, and 2.3

Announcements. Trusses Method of Joints

Similar to trusses, frames are generally fixed, load carrying structures.

Final Exam - Spring

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMBERS

ME Statics. Structures. Chapter 4

Announcements. Equilibrium of a Rigid Body

ENGR-1100 Introduction to Engineering Analysis. Lecture 13

Sample 5. Determine the tension in the cable and the horizontal and vertical components of reaction at the pin A. Neglect the size of the pulley.

P.E. Civil Exam Review:

3.1 CONDITIONS FOR RIGID-BODY EQUILIBRIUM

Supplement: Statically Indeterminate Frames

Eng Sample Test 4

ENGINEERING MECHANICS SOLUTIONS UNIT-I

Beams. Beams are structural members that offer resistance to bending due to applied load

ENG202 Statics Lecture 16, Section 7.1

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

6.6 FRAMES AND MACHINES APPLICATIONS. Frames are commonly used to support various external loads.

MECHANICS OF MATERIALS

Plane Trusses Trusses

ENGR-1100 Introduction to Engineering Analysis. Lecture 23

FRAMES AND MACHINES Learning Objectives 1). To evaluate the unknown reactions at the supports and the interaction forces at the connection points of a

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

7 STATICALLY DETERMINATE PLANE TRUSSES

Solution: The moment of inertia for the cross-section is: ANS: ANS: Problem 15.6 The material of the beam in Problem

Chapter Objectives. Copyright 2011 Pearson Education South Asia Pte Ltd

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS

Beams are bars of material that support. Beams are common structural members. Beams can support both concentrated and distributed loads

READING QUIZ. 2. When using the method of joints, typically equations of equilibrium are applied at every joint. A) Two B) Three C) Four D) Six

[8] Bending and Shear Loading of Beams

Outline: Frames Machines Trusses

and F NAME: ME rd Sample Final Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points)

I B.TECH EXAMINATIONS, JUNE ENGINEERING MECHANICS (COMMON TO CE, ME, CHEM, MCT, MMT, AE, AME, MIE, MIM)

Engineering Mechanics: Statics in SI Units, 12e

Continuing Education Course #207 What Every Engineer Should Know About Structures Part B Statics Applications

EQUILIBRIUM OF A RIGID BODY

Chapter 6: Structural Analysis

Lecture 23. ENGR-1100 Introduction to Engineering Analysis FRAMES S 1

SN QUESTION YEAR MARK 1. State and prove the relationship between shearing stress and rate of change of bending moment at a section in a loaded beam.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.

e14 - applied mechanics: statics e14 - applied mechanics: statics mon/wed/fri, 12:50-2:05pm, syllabus e14 - applied mechanics: statics

SRSD 2093: Engineering Mechanics 2SRRI SECTION 19 ROOM 7, LEVEL 14, MENARA RAZAK

If the solution does not follow a logical thought process, it will be assumed in error.

Newton s Third Law Newton s Third Law: For each action there is an action and opposite reaction F

WORCESTER POLYTECHNIC INSTITUTE

Physics 8, Fall 2017, Practice Exam.

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

Introduction to Engineering Analysis - ENGR1100 Course Description and Syllabus Monday / Thursday Sections. Fall '17.

SOLUTION 8 1. a+ M B = 0; N A = 0. N A = kn = 16.5 kn. Ans. + c F y = 0; N B = 0

MECE 3321: Mechanics of Solids Chapter 6

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY

Introduction to Engineering Analysis - ENGR1100 Course Description and Syllabus Monday / Thursday Sections. Fall '10.

ES226 (01) Engineering Mechanics: Statics Spring 2018 Lafayette College Engineering Division

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections

ME 201 Engineering Mechanics: Statics. Final Exam Review

Please review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

The University of Melbourne Engineering Mechanics

FUNDAMENTALS OF ENGINEERING CIVIL EXAM TOPICS. Computer-Based Test (CBT)

MECHANICS OF MATERIALS

EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.

PORTMORE COMMUNITY COLLEGE ASSOCIATE DEGREE IN ENGINEERING TECHNOLOGY

Introduction to Engineering Analysis - ENGR1100 Course Description and Syllabus Tuesday / Friday Sections. Spring '13.

Delft Applied Mechanics Course: Statics AE1-914-I. 18 August 2004, 9:00 12:00

Spring 2018 Lecture 28 Exam Review

PROBLEMS. m s TAC. m = 60 kg/m, determine the tension in the two supporting cables and the reaction at D.

Entrance exam Master Course

MTE 119 STATICS FINAL HELP SESSION REVIEW PROBLEMS PAGE 1 9 NAME & ID DATE. Example Problem P.1

Statics - TAM 211. Lecture 14 October 19, 2018

2014 MECHANICS OF MATERIALS

Announcements. Equilibrium of a Particle in 2-D

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

TYPES OF STRUCUTRES. HD in Civil Engineering Page 1-1

SECTION A. 8 kn/m. C 3 m 3m

To show how to determine the forces in the members of a truss using the method of joints and the method of sections.


Check Homework. Reading Quiz Applications Equations of Equilibrium Example Problems Concept Questions Group Problem Solving Attention Quiz

Foundations and Applications of Engineering Mechanics

Chapter 7: Bending and Shear in Simple Beams

B.Tech. Civil (Construction Management) / B.Tech. Civil (Water Resources Engineering)

Determinate portal frame

Name: Fall 2014 CLOSED BOOK

Transcription:

Final Examination Study Set 1 (Solutions will be in the Solutions Manual of Textbook)

Final Examination Study Set 2 (Solutions will be in the Solutions Manual of Textbook)

3/86 The shaft, lever, and handle are welded together and consitute a single rigid body. Their combined mass is 28kg with mass centre at G. The assembly is mounted in bearings A and B, and rotation is prevented by link CD. Determine the forces exerted on the shaft by bearings A and B while the 30 N m couple is applied to the handle as shown? Would these forces change if the couple were applied to the shaft AB rather than to the handle?

4/109 Determine the compression force C exerted on the can for an applied force P=50N when the can crusher is in the position shown. Note that there are two links AB and two links AOD, with one pair of linkages on each side of the stationary portion of the crusher. Also, pin B is on the vertical centerline of the can. Finally, note that small square projections E of the moving jaw move in recessed slots of the fixed frame. Ans: C = 249 N

Engineering Statics Full Course Overview and Final Exam Guidelines (Statics MRU Spring 2012 Kaitlin Ford)

REVIEW FOR FINAL Outline: Exam Format and Content Tips and Strategies Course Review Review Problems

EXAM FORMAT Thursday, June 21 9 a.m. to noon(3 hours) Room: B101 Allowed one page (8½ x 11) both sides handwritten notes Allowed pencil, pen, eraser, calculator, ruler You will be given a table of centroids 7 full solution questions COVERS THE ENTIRE COURSE!

EXAM GENERAL TIPS Get enough sleep the night before Eat well Show up early Read all of the instructions Pay attention to the time and total number of marks Read all of the questions Attempt all questions Stay positive and calm

EXAM STATICS TIPS Start every question (MARKS!) Write givens and finds Draw a nice diagram (FBD) Write equations of equilibrium Make your solutions tidy Don t crowd your work Draw clear, large, labeled diagrams Explain your work (words, equations, assumptions) Check answers ** Chapter 2 Review Slides have more detailed tips**

COURSE REVIEW CHAPTER 1 Chapter 1 Introduction and Background Material Types of Questions: Chapter covers basic skills, you need to know this material to do all other chapters.

COURSE REVIEW CHAPTER 2 Properties of Forces Two Dimensional Force Systems Rectangular components Moment Couple Resultants Three Dimensional Force Systems Rectangular components Moment Couple Resultants Need unit vectors

COURSE REVIEW CHAPTER 2 Types of Questions: Resultant Force (R = ΣF) Moment about a point Moment about a line Moment of a couple Equivalent couples Equivalent systems Reduction of systems Again, chapter covers basic skills, you need to know this material to do all other chapters.

COURSE REVIEW CHAPTER 3 Chapter 3 - EQUILIBRIUM Free-Body Diagrams Reactions at supports and connections Equilibrium in Two-Dimensions 2 & 3 force bodies Constraints & determinacy Equilibrium in Three-Dimensions Types of Questions: Rigid Body Equilibrium ( F = 0, M = 0) 2D or 3D

COURSE REVIEW CHAPTER 4 Chapter 4 - STRUCTURES Trusses Method of Joints Special Cases Method of Sections Frames Machines Types of Questions: Find force in member(s), and/or reactions

COURSE REVIEW CHAPTER 5 Chapter 5 Distributed Forces Centres of Mass and Centroids Composite Bodies Beams External Effects & Internal Effects Types of Questions: Find centroid (composite) Find reactions at end of beam with distributed loads Draw shear and/or bending moment diagrams Find maximum values of shear or bending

COURSE REVIEW CHAPTER 6 Chapter 6 Friction odry Friction oimpending motion Types of Questions: oequilibrium with Friction Force acting owill it slide? (versus stay still or tip) owhat force will keep it in equilibrium

REVIEW QUESTION CHAPTER 3 & 5 The framework is supported by the member AB which rests on the smooth floor. When loaded, the pressure distribution on AB is linear as shown. Determine the smallest length d of member AB so that it will prevent the frame from tipping over. What is the intensity w for this case?

REVIEW QUESTION CHAPTER 3 & 5 Given: See the diagram Find: Smallest d for no tipping (NO MOTION) therefore equilibrium & w smallest d

REVIEW QUESTION CHAPTER 3 & 5

REVIEW QUESTION CHAPTER 5 The beam will safely support shear forces and bending moments of magnitudes 2 kn and 6.6 knm respectively. On the basis of this criterion, can it safely be subjected to the loads F = 1 kn and C = 1.6 knm?

REVIEW QUESTION CHAPTER 5 Given: MAX Shear Force is 2kN MAX Bending moment is 6.6kN*m Dimensions on FBD Find: Can the beam safely support F=1kN & C=1.6kN*m?

REVIEW QUESTION CHAPTER 5

REVIEW QUESTION CHAPTER 4 & 5 Determine the horizontal and vertical components of reaction at the pin supports A and E of the compound beam assembly.

REVIEW QUESTION CHAPTER 4 & 5

REVIEW QUESTION CHAPTER 4 The hinged frames ACE and DFB are connected by two hinged bars, AB and CD, which cross without being connected. Compute the force in AB. TEXT SEE 4/46 on page 195

REVIEW QUESTION CHAPTER 4