ERRATA for PE Mechanical Engineering: Machine Design and Materials Practice Exam ISBN: Copyright 2016 Errata posted 12/18/2017
|
|
- Dominick Mills
- 6 years ago
- Views:
Transcription
1 ISBN: Copyright 016 Errata posted 1/18/017 Revisions are shown in red. Question 108, p. 13: Critical speed 15 gei L ρa where: L length of lead sew E modulus of elasticity I area moment of inertia ρ density A oss-sectional area g acceleration of gravity Question 11, p. 3: In the figure, M 7,000 in.-lb Question 510, p. 46: Option A should read as follows: (A) 0.19 age 1 of 7
2 ISBN: Copyright 016 Errata posted 1/18/017 Question 516, p. 49: The last sentence should read as follows: If the element is supported in all directions at the location shown in the bottom figure, the failure load will: Question 533, p. 60: The first sentence should read as follows: The hydraulic cylinder shown in the figure has a.75-in.-diameter piston (Area, A 5.94 in ) and is subjected to a maximum load from a maximum pressure of 3,000 psi. ins have been added to the figure as shown:.75 in. EFFECTIVE LENGTH 50 in. Question 537, p. 63: F d mean F d collar θ d collar 1.75 in. f collar 0.05 d mean 1.50 in. f sew 0.08 θ 3.033º 4 tpi T age of 7
3 ISBN: Copyright 016 Errata posted 1/18/017 Solution 11, p. 79: Ju f(3g + f ) 6 J h Ju h f (3g + f ) 6 g 6 in. f 1.5 in. M 7,000 in.-lb g 6 M r f + g ( ) mr 6M f + g τ J h f (3g + f ) h 6M f + g τ f (3g + f ) ( 7, 000) ( ) in (1,000) 1.5 in. ( ) 3/ 8n. i THE CORRECT ANSWER IS: (B) age 3 of 7
4 ISBN: Copyright 016 Errata posted 1/18/017 Solution 510, p. 94: Force on ceiling mg 400 lb Tension in chains: T cos lb T 31. lb Components TH T sin lb TV T cos lb Force on 400 lb block T lb T N F F F F N mg 400 lb + Fy 0 FF μn 400 lb or μn 00 lb Free-body diagram of 1/ device T V 44 in. 13 in. 0 T H 0 y 0 x 13 in. 10 in. N F F age 4 of 7
5 ISBN: Copyright 016 Errata posted 1/18/017 Solution 510, p. 94 (continued): + ΣM0 0 13TV 44TH 13 FF + 10N 0 (13)(00.) (44)(115.6) (13)(00) + 10N 0 N 1,08.9 lb μn 00 μ(1,08.9) μ ,08.9 THE CORRECT ANSWER IS: (A) age 5 of 7
6 ISBN: Copyright 016 Errata posted 1/18/017 Solution 516, p. 97: Check maximum compression load σ /A 6 Allowable force, σa ( N/m )( m)( 0. 5m) compression 10,800,000 N sustained. This is the maximum compressive load that can be σ e π E L/k ( ) Cπ EI leff C 1 for pinned bh 3 ( 0.50)( 0.100) 3 I 1 1 ( )(. ) π ( ) 5 4 I m 3,594,670 N l eff 1m ( )(. ) π ,376,8 N Exceeds compressive capacity so use compression. Failure is ineased by compression failurein compression 10, 800, failure in buckling 3, 594, 670 THE CORRECT ANSWER IS: (B) age 6 of 7
7 ISBN: Copyright 016 Errata posted 1/18/017 Solution 519, p. 98: oint (5) is outside the area of acceptable design (fatigue failure). oints on the Goodman Line have a limited fatigue life. THE CORRECT ANSWER IS: (B) Solution 533, p. 104: σ A rod Using safety factor of to Sy. 36,500 18,50 psi A rod Apiston 3, ,80 lbf 17,80 18, 50 18, 50 Arod πdrod 4Arod Arod drod π THE CORRECT ANSWER IS: (A) reviously posted errata continued on next page age 7 of 7
8 ISBN: Copyright 016 Errata posted 3/31/017 Revisions are shown in red. Solution 506, p. 9: Line 1 of the solution should read as follows: sin 5 1 reviously posted errata continued on next page age 1 of 1
9 ISBN: Copyright 016 Errata posted /17/017 Revisions are shown in red. Question 105, p. 11: Line should read as follows: If the delivery of parts from Source Y is delayed by 3 days, the total completion delay (days) will be most nearly: (A) 0 (B) 1 (C) (D) 3 Question 111, p. 16: Line 1 should read as follows: A circular rod will be loaded in simple tension. The rod has a length of 10 in. and a diameter of 3/8 in. Data for available materials are as follows: Solution 105, p. 70: The first paragraph should read as follows: If Task C is delayed by 3 days, but Task C has days of slack from initial itical path, then ABCE becomes the new itical path, and the total completion delay will be 1 day. THE CORRECT ANSWER IS: (B) age 1 of 1
Mechanical Design in Optical Engineering
OPTI Buckling Buckling and Stability: As we learned in the previous lectures, structures may fail in a variety of ways, depending on the materials, load and support conditions. We had two primary concerns:
More informationCOLUMNS: BUCKLING (DIFFERENT ENDS)
COLUMNS: BUCKLING (DIFFERENT ENDS) Buckling of Long Straight Columns Example 4 Slide No. 1 A simple pin-connected truss is loaded and supported as shown in Fig. 1. All members of the truss are WT10 43
More informationSolution: The moment of inertia for the cross-section is: ANS: ANS: Problem 15.6 The material of the beam in Problem
Problem 15.4 The beam consists of material with modulus of elasticity E 14x10 6 psi and is subjected to couples M 150, 000 in lb at its ends. (a) What is the resulting radius of curvature of the neutral
More informationCIV 207 Winter For practice
CIV 07 Winter 009 Assignment #10 Friday, March 0 th Complete the first three questions. Submit your work to Box #5 on the th floor of the MacDonald building by 1 noon on Tuesday March 31 st. No late submissions
More information2. Rigid bar ABC supports a weight of W = 50 kn. Bar ABC is pinned at A and supported at B by rod (1). What is the axial force in rod (1)?
IDE 110 S08 Test 1 Name: 1. Determine the internal axial forces in segments (1), (2) and (3). (a) N 1 = kn (b) N 2 = kn (c) N 3 = kn 2. Rigid bar ABC supports a weight of W = 50 kn. Bar ABC is pinned at
More informationEMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns
EMA 370 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns Columns Introduction Columns are vertical prismatic members subjected to compressive forces Goals: 1. Study the stability
More informationCritical Load columns buckling critical load
Buckling of Columns Buckling of Columns Critical Load Some member may be subjected to compressive loadings, and if these members are long enough to cause the member to deflect laterally or sideway. To
More informationD : 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.
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. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having
More informationLaboratory 4 Topic: Buckling
Laboratory 4 Topic: Buckling Objectives: To record the load-deflection response of a clamped-clamped column. To identify, from the recorded response, the collapse load of the column. Introduction: Buckling
More informationChapter 6: Structural Analysis
Chapter 6: Structural Analysis APPLICATIONS Trusses are commonly used to support a roof. For a given truss geometry and load, how can we determine the forces in the truss members and select their sizes?
More informationSolution of Nonlinear Equations: Graphical and Incremental Sea
Outlines Solution of Nonlinear Equations: Graphical and Incremental Search Methods September 2, 2004 Outlines Part I: Review of Previous Lecture Part II: Sample Problems Solved with Numerical Methods Part
More informationServiceability Deflection calculation
Chp-6:Lecture Goals Serviceability Deflection calculation Deflection example Structural Design Profession is concerned with: Limit States Philosophy: Strength Limit State (safety-fracture, fatigue, overturning
More informationMECH 401 Mechanical Design Applications
MECH 401 Mechanical Design Applications Dr. M. O Malley Master Notes Spring 008 Dr. D. M. McStravick Rice University Updates HW 1 due Thursday (1-17-08) Last time Introduction Units Reliability engineering
More informationε t increases from the compressioncontrolled Figure 9.15: Adjusted interaction diagram
CHAPTER NINE COLUMNS 4 b. The modified axial strength in compression is reduced to account for accidental eccentricity. The magnitude of axial force evaluated in step (a) is multiplied by 0.80 in case
More informationStrength of Material. Shear Strain. Dr. Attaullah Shah
Strength of Material Shear Strain Dr. Attaullah Shah Shear Strain TRIAXIAL DEFORMATION Poisson's Ratio Relationship Between E, G, and ν BIAXIAL DEFORMATION Bulk Modulus of Elasticity or Modulus of Volume
More informationQuestion 1. Ignore bottom surface. Solution: Design variables: X = (R, H) Objective function: maximize volume, πr 2 H OR Minimize, f(x) = πr 2 H
Question 1 (Problem 2.3 of rora s Introduction to Optimum Design): Design a beer mug, shown in fig, to hold as much beer as possible. The height and radius of the mug should be not more than 20 cm. The
More informationof the four-bar linkage shown in Figure 1 is T 12
ME 5 - Machine Design I Fall Semester 0 Name of Student Lab Section Number FINL EM. OPEN BOOK ND CLOSED NOTES Wednesday, December th, 0 Use the blank paper provided for your solutions write on one side
More information3.032 Problem Set 1 Fall 2007 Due: Start of Lecture,
3.032 Problem Set 1 Fall 2007 Due: Start of Lecture, 09.14.07 1. The I35 bridge in Minneapolis collapsed in Summer 2007. The failure apparently occurred at a pin in the gusset plate of the truss supporting
More informationAPI 11E - Specification for Pumping Units
API 11E - Specification for Pumping Units 5 Beam Pump Structure Requirements 5.1 General Requirements for beam pump structures are specified in the following sections. Only loads imposed on the structure
More informationOptimization of Connecting Rod on the basis of Static & Fatigue Analysis
Optimization of Connecting Rod on the basis of Static & Fatigue Analysis Mr. Vikram A. Shedge 1, Prof. K. H. Munde 2 1 P. G. Student- ABMSP s Anantarao Pawar College of Engineering & Research, Parvati.
More informationME 323 MIDTERM # 1: SOLUTION FALL SEMESTER Time allowed: 1hour
Instructions ME 2 MIDTERM # : SOLUTION FALL SEMESTER 20 Time allowed: hour. Begin each problem in the space provided on the examination sheets. If additional space is required, use the yellow paper provided.
More informationMechanical Design. Design of Shaft
Mechanical Design Design of Shaft Outline Practical information Shaft design Definition of shaft? It is a rotating member, in general, has a circular cross-section and is used to transmit power. The shaft
More informationMEMS Project 2 Assignment. Design of a Shaft to Transmit Torque Between Two Pulleys
MEMS 029 Project 2 Assignment Design of a Shaft to Transmit Torque Between Two Pulleys Date: February 5, 206 Instructor: Dr. Stephen Ludwick Product Definition Shafts are incredibly important in order
More informationIntroduction to Structural Member Properties
Introduction to Structural Member Properties Structural Member Properties Moment of Inertia (I): a mathematical property of a cross-section (measured in inches 4 or in 4 ) that gives important information
More informationHandout 6: Rotational motion and moment of inertia. Angular velocity and angular acceleration
1 Handout 6: Rotational motion and moment of inertia Angular velocity and angular acceleration In Figure 1, a particle b is rotating about an axis along a circular path with radius r. The radius sweeps
More informationExam 1 September 11, 2013
Exam 1 Instructions: You have 60 minutes to complete this exam. This is a closed-book, closed-notes exam. You are allowed to use an approved calculator during the exam. Usage of mobile phones and other
More informationArberi Ferraj. Wentworth Institute of Technology. Design of Machine Elements MECH 420
P a g e 1 Arberi Ferraj Wentworth Institute of Technology Design of Machine Elements MECH 420 P a g e 2 1. Executive Summary A scissor car jack was designed and must be reverse-engineered in order to discover
More informationCEE 271: Applied Mechanics II, Dynamics Lecture 25: Ch.17, Sec.4-5
1 / 36 CEE 271: Applied Mechanics II, Dynamics Lecture 25: Ch.17, Sec.4-5 Prof. Albert S. Kim Civil and Environmental Engineering, University of Hawaii at Manoa Date: 2 / 36 EQUATIONS OF MOTION: ROTATION
More informationName (Print) ME Mechanics of Materials Exam # 1 Date: October 5, 2016 Time: 8:00 10:00 PM
Name (Print) (Last) (First) Instructions: ME 323 - Mechanics of Materials Exam # 1 Date: October 5, 2016 Time: 8:00 10:00 PM Circle your lecturer s name and your class meeting time. Gonzalez Krousgrill
More informationUnit 18 Other Issues In Buckling/Structural Instability
Unit 18 Other Issues In Buckling/Structural Instability Readings: Rivello Timoshenko Jones 14.3, 14.5, 14.6, 14.7 (read these at least, others at your leisure ) Ch. 15, Ch. 16 Theory of Elastic Stability
More informationPLANAR KINETIC EQUATIONS OF MOTION: TRANSLATION
PLANAR KINETIC EQUATIONS OF MOTION: TRANSLATION Today s Objectives: Students will be able to: 1. Apply the three equations of motion for a rigid body in planar motion. 2. Analyze problems involving translational
More informationColumns and Struts. 600 A Textbook of Machine Design
600 A Textbook of Machine Design C H A P T E R 16 Columns and Struts 1. Introduction.. Failure of a Column or Strut. 3. Types of End Conditions of Columns. 4. Euler s Column Theory. 5. Assumptions in Euler
More informationBME 207 Introduction to Biomechanics Spring 2017
April 7, 2017 UNIVERSITY OF RHODE ISAND Department of Electrical, Computer and Biomedical Engineering BE 207 Introduction to Biomechanics Spring 2017 Homework 7 Problem 14.3 in the textbook. In addition
More informationSteel Cross Sections. Structural Steel Design
Steel Cross Sections Structural Steel Design PROPERTIES OF SECTIONS Perhaps the most important properties of a beam are the depth and shape of its cross section. There are many to choose from, and there
More information11.1 Virtual Work Procedures and Strategies, page 1 of 2
11.1 Virtual Work 11.1 Virtual Work rocedures and Strategies, page 1 of 2 rocedures and Strategies for Solving roblems Involving Virtual Work 1. Identify a single coordinate, q, that will completely define
More informationSTRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections
STRESS! Stress Evisdom! verage Normal Stress in an xially Loaded ar! verage Shear Stress! llowable Stress! Design of Simple onnections 1 Equilibrium of a Deformable ody ody Force w F R x w(s). D s y Support
More informationLecture 2: Introduction to Uncertainty
Lecture 2: Introduction to Uncertainty CHOI Hae-Jin School of Mechanical Engineering 1 Contents Sources of Uncertainty Deterministic vs Random Basic Statistics 2 Uncertainty Uncertainty is the information/knowledge
More informationSolution: T, A1, A2, A3, L1, L2, L3, E1, E2, E3, P are known Five equations in five unknowns, F1, F2, F3, ua and va
ME 323 Examination # 1 February 18, 2016 Name (Print) (Last) (First) Instructor PROBLEM #1 (20 points) A structure is constructed from members 1, 2 and 3, with these members made up of the same material
More information20k rad/s and 2 10k rad/s,
ME 35 - Machine Design I Summer Semester 0 Name of Student: Lab Section Number: FINAL EXAM. OPEN BOOK AND CLOSED NOTES. Thursday, August nd, 0 Please show all your work for your solutions on the blank
More informationMechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection
Mechanics of Materials II Chapter III A review of the fundamental formulation of stress, strain, and deflection Outline Introduction Assumtions and limitations Axial loading Torsion of circular shafts
More informationNAME: Given Formulae: Law of Cosines: Law of Sines:
NME: Given Formulae: Law of Cosines: EXM 3 PST PROBLEMS (LESSONS 21 TO 28) 100 points Thursday, November 16, 2017, 7pm to 9:30, Room 200 You are allowed to use a calculator and drawing equipment, only.
More informationLongitudinal buckling of slender pressurised tubes
Fluid Structure Interaction VII 133 Longitudinal buckling of slender pressurised tubes S. Syngellakis Wesse Institute of Technology, UK Abstract This paper is concerned with Euler buckling of long slender
More informationYour Name: PHYSICS 101 MIDTERM. Please circle your section 1 9 am Galbiati 2 10 am Kwon 3 11 am McDonald 4 12:30 pm McDonald 5 12:30 pm Kwon
1 Your Name: PHYSICS 101 MIDTERM October 26, 2006 2 hours Please circle your section 1 9 am Galbiati 2 10 am Kwon 3 11 am McDonald 4 12:30 pm McDonald 5 12:30 pm Kwon Problem Score 1 /13 2 /20 3 /20 4
More informationSOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling.
SOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling. Find: Determine the value of the critical speed of rotation for the shaft. Schematic and
More informationMachine Design PE Technical Study Guide Errata
Machine Design PE Technical Study Guide Errata This product has been updated to incorporate all changes shown in the comments on the webpage and email comments as of August 20, 2018. If you have purchased
More informationERRATA for PE Civil Structural Practice Exam ISBN Copyright 2014 (July 2016 Second Printing) Errata posted
Errata posted 8-16-2017 Revisions are shown in red. Question 521, p. 47: Question 521 should read as follows: 521. The W10 22 steel eam (Fy = 50 ksi) shown in the figure is only raced at the center of
More information2.1 Background of Piping Stresses
2 Research Review One of the major additions to Tmin was the inclusion of analysis of a 2-Dimensional vertical piping span. The original plan from Dupont was to include several types of 2-D and 3-D vertical
More informationENGR-1100 Introduction to Engineering Analysis. Lecture 19
ENGR-1100 Introduction to Engineering Analysis Lecture 19 SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS Today s Objectives: Students will be able to: In-Class Activities: a) Define a simple
More informationSection Downloads. Section Downloads. Handouts & Slides can be printed. Other documents cannot be printed Course binders are available for purchase
Level II: Section 04 Simplified Method (optional) Section Downloads Section Downloads Handouts & Slides can be printed Version.0 Other documents cannot be printed Course binders are available for purchase
More information4. SHAFTS. A shaft is an element used to transmit power and torque, and it can support
4. SHAFTS A shaft is an element used to transmit power and torque, and it can support reverse bending (fatigue). Most shafts have circular cross sections, either solid or tubular. The difference between
More information5. What is the moment of inertia about the x - x axis of the rectangular beam shown?
1 of 5 Continuing Education Course #274 What Every Engineer Should Know About Structures Part D - Bending Strength Of Materials NOTE: The following question was revised on 15 August 2018 1. The moment
More informationUNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich
UNIVERSITY OF SASKATCHEWAN ME 313.3 MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich A CLOSED BOOK EXAMINATION TIME: 3 HOURS For Marker s Use Only LAST NAME (printed): FIRST
More informationChapter 5 Compression Member
Chapter 5 Compression Member This chapter starts with the behaviour of columns, general discussion of buckling, and determination of the axial load needed to buckle. Followed b the assumption of Euler
More information9 MECHANICAL PROPERTIES OF SOLIDS
9 MECHANICAL PROPERTIES OF SOLIDS Deforming force Deforming force is the force which changes the shape or size of a body. Restoring force Restoring force is the internal force developed inside the body
More informationEMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion
EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion Introduction Stress and strain in components subjected to torque T Circular Cross-section shape Material Shaft design Non-circular
More informationTo Design a New Cross Section for Connecting Rod with a Target of 10% Weight Reduction
To Design a New Cross Section for Connecting Rod with a Target of 10% Weight Reduction Priyanka Inderchandji Mutha 1 1Student, Dept. of Mechanical Engineering, Govt. College of Engineering, Aurangabad
More informationSamantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2
Samantha Ramirez, MSE Stress The intensity of the internal force acting on a specific plane (area) passing through a point. Δ ΔA Δ z Δ 1 2 ΔA Δ x Δ y ΔA is an infinitesimal size area with a uniform force
More informationneeded to buckle an ideal column. Analyze the buckling with bending of a column. Discuss methods used to design concentric and eccentric columns.
CHAPTER OBJECTIVES Discuss the behavior of columns. Discuss the buckling of columns. Determine the axial load needed to buckle an ideal column. Analyze the buckling with bending of a column. Discuss methods
More informationStatics: Lecture Notes for Sections
Chapter 6: Structural Analysis Today s Objectives: Students will be able to: a) Define a simple truss. b) Determine the forces in members of a simple truss. c) Identify zero-force members. READING QUIZ
More informationME C85/CE C30 Fall, Introduction to Solid Mechanics ME C85/CE C30. Final Exam. Fall, 2013
Introduction to Solid Mechanics ME C85/CE C30 Fall, 2013 1. Leave an empty seat between you and the person (people) next to you. Unfortunately, there have been reports of cheating on the midterms, so we
More informationThis Technical Note describes how the program checks column capacity or designs reinforced concrete columns when the ACI code is selected.
COMPUTERS AND STRUCTURES, INC., BERKELEY, CALIFORNIA DECEMBER 2001 CONCRETE FRAME DESIGN ACI-318-99 Technical Note This Technical Note describes how the program checks column capacity or designs reinforced
More information1.3 Working temperature T 200,0 1.4 Working environment. F... Guided seating. Light service. Cold formed springs. Music wire ASTM A228
Helical cylindrical compression spring of round wires and bars i ii? 1.0 Calculation without errors. Project information Input parameters section Selection of load conditions, spring operational and production
More informationMaterials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon.
Modes of Loading (1) tension (a) (2) compression (b) (3) bending (c) (4) torsion (d) and combinations of them (e) Figure 4.2 1 Standard Solution to Elastic Problems Three common modes of loading: (a) tie
More informationAPPENDIX 1 MODEL CALCULATION OF VARIOUS CODES
163 APPENDIX 1 MODEL CALCULATION OF VARIOUS CODES A1.1 DESIGN AS PER NORTH AMERICAN SPECIFICATION OF COLD FORMED STEEL (AISI S100: 2007) 1. Based on Initiation of Yielding: Effective yield moment, M n
More informationMechanics of Materials CIVL 3322 / MECH 3322
Mechanics of Materials CIVL 3322 / MECH 3322 2 3 4 5 6 7 8 9 10 A Quiz 11 A Quiz 12 A Quiz 13 A Quiz 14 A Quiz 15 A Quiz 16 In Statics, we spent most of our time looking at reactions at supports Two variations
More informationEngineering Mechanics: Statics STRUCTURAL ANALYSIS. by Dr. Ibrahim A. Assakkaf SPRING 2007 ENES 110 Statics
CHAPTER Engineering Mechanics: Statics STRUCTURAL ANALYSIS College of Engineering Department of Mechanical Engineering Tenth Edition 6a by Dr. Ibrahim A. Assakkaf SPRING 2007 ENES 110 Statics Department
More informationIDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY
Spring 2006 Final Examination STUDENT S NAME (please print) STUDENT S SIGNATURE STUDENT NUMBER IDE 110 CLASS SECTION INSTRUCTOR S NAME Do not turn this page until instructed to start. Write your name on
More informationFinal Exam - Spring
EM121 Final Exam - Spring 2011-2012 Name : Section Number : Record all your answers to the multiple choice problems (1-15) by filling in the appropriate circle. All multiple choice answers will be graded
More informationRutgers University Department of Physics & Astronomy. 01:750:271 Honors Physics I Fall Lecture 19. Home Page. Title Page. Page 1 of 36.
Rutgers University Department of Physics & Astronomy 01:750:271 Honors Physics I Fall 2015 Lecture 19 Page 1 of 36 12. Equilibrium and Elasticity How do objects behave under applied external forces? Under
More informationBREAKING OF A FALLING SPAGHETTI Hamid Ghaednia a, Hossein Azizinaghsh b
BREAKING OF A FALLING SPAGHETTI Hamid Ghaednia a, Hossein Azizinaghsh b a Amir Kabir University of Technology, School of Civil Engineering, I. R. Iran b Sharif University of Technology, School of Computer
More informationPLATE GIRDERS II. Load. Web plate Welds A Longitudinal elevation. Fig. 1 A typical Plate Girder
16 PLATE GIRDERS II 1.0 INTRODUCTION This chapter describes the current practice for the design of plate girders adopting meaningful simplifications of the equations derived in the chapter on Plate Girders
More informationMy conrod model can be found on the CD enclosed with this assignment.
Introduction This assignment deals with the Finite Element Analysis (FEA) of the top half of a Connecting rod. By using the Ideas computer software I am to analyse and determine the position and magnitude
More informationCalculating the Risk of Structural Failure
Calculating the Risk of Structural Failure Presentation at Society of Reliability Engineers Meeting December 9, 2015 Bob Graber STARGroup Solutions, LLC robert.graber@stargroup.solutions Designing a Structure
More informationAnnouncements. Trusses Method of Joints
Announcements Mountain Dew is an herbal supplement Today s Objectives Define a simple truss Trusses Method of Joints Determine the forces in members of a simple truss Identify zero-force members Class
More informationBREAKING OF A FALLING SPAGHETTI Hamid Ghaednia a, Hossein Azizinaghsh b
BREAKING OF A FALLING SPAGHETTI Hamid Ghaednia a, Hossein Azizinaghsh b a Amir Kabir University of Technology, School of Civil Engineering, I. R. Iran b Sharif University of Technology, School of Computer
More informationStress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study
Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus Case study 2 In field of Physics, it explains how an object deforms under an applied force Real rigid bodies are elastic we can
More informationLocal Buckling. Local Buckling in Columns. Buckling is not to be viewed only as failure of the entire member
Local Buckling MORGAN STATE UNIVERSITY SCHOOL OF ARCHITECTURE AND PLANNING LECTURE V Dr. Jason E. Charalamides Local Buckling in Columns Buckling is not to e viewed only as failure of the entire memer
More informationPC 1141 : AY 2012 /13
NUS Physics Society Past Year Paper Solutions PC 1141 : AY 2012 /13 Compiled by: NUS Physics Society Past Year Solution Team Yeo Zhen Yuan Ryan Goh Published on: November 17, 2015 1. An egg of mass 0.050
More informationErrata (Includes critical corrections only for the 1 st, 2 nd & 3 rd reprints)
Page Number Errata (Includes critical corrections only for the 1 st, 2 nd & 3 rd reprints) Description of Correction Mechanics of Materials, 8e James M. Gere & Barry J. Goodno ISBN: 9781111577735 11 Figure
More informationStatics Principles. The laws of motion describe the interaction of forces acting on a body. Newton s First Law of Motion (law of inertia):
Unit 2 Review Statics Statics Principles The laws of motion describe the interaction of forces acting on a body Newton s First Law of Motion (law of inertia): An object in a state of rest or uniform motion
More informationGeneral elastic beam with an elastic foundation
General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation
More informationChapter 13: Oscillatory Motions
Chapter 13: Oscillatory Motions Simple harmonic motion Spring and Hooe s law When a mass hanging from a spring and in equilibrium, the Newton s nd law says: Fy ma Fs Fg 0 Fs Fg This means the force due
More informationDetermine the resultant internal loadings acting on the cross section at C of the beam shown in Fig. 1 4a.
E X M P L E 1.1 Determine the resultant internal loadings acting on the cross section at of the beam shown in Fig. 1 a. 70 N/m m 6 m Fig. 1 Support Reactions. This problem can be solved in the most direct
More informationImpact. m k. Natural Period of Vibration τ. Static load Gray area Impact load t > 3 τ. Absorbing energy. Carrying loads
Impact also called shock, sudden or impulsive loading driving a nail with a hammer, automobile collisions. dashpot a) Rapidly moving vehicles crossing a bridge To distinguish: b) Suddenly applied c) Direct
More informationSample Questions for the ME328 Machine Design Final Examination Closed notes, closed book, no calculator.
Sample Questions for the ME328 Machine Design Final Examination Closed notes, closed book, no calculator. The following is from the first page of the examination. I recommend you read it before the exam.
More informationTowards The. Design of Super Columns. Prof. AbdulQader Najmi
Towards The Design of Super Columns Prof. AbdulQader Najmi Description: Tubular Column Square or Round Filled with Concrete Provided with U-Links welded to its Walls as shown in Figure 1 Compression Specimen
More informationMECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola
MECHANICS OF MATERIALS Prepared by Engr. John Paul Timola Mechanics of materials branch of mechanics that studies the internal effects of stress and strain in a solid body. stress is associated with the
More information6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and
6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile
More informationDNV DESIGN. POU_Rect - Design Report Page 1 of 11
DNV DESIGN Page 1 of 11 Details Code Details Code DNV 2.7-1 2006 with AISC 360-10 ASD Description This is the 2006 edition of the DNV Standard for Certification No 2.7-1, which defines minimum technical
More informationApplied Fluid Mechanics
Applied Fluid Mechanics 1. The Nature of Fluid and the Study of Fluid Mechanics 2. Viscosity of Fluid 3. Pressure Measurement 4. Forces Due to Static Fluid 5. Buoyancy and Stability 6. Flow of Fluid and
More informationRotational Kinetic Energy
Lecture 17, Chapter 10: Rotational Energy and Angular Momentum 1 Rotational Kinetic Energy Consider a rigid body rotating with an angular velocity ω about an axis. Clearly every point in the rigid body
More informationPHY2053 General Physics I
PHY2053 General Physics I Section 584771 Prof. Douglas H. Laurence Final Exam May 3, 2018 Name: 1 Instructions: This final exam is a take home exam. It will be posted online sometime around noon of the
More informationComb resonator design (2)
Lecture 6: Comb resonator design () -Intro Intro. to Mechanics of Materials School of Electrical l Engineering i and Computer Science, Seoul National University Nano/Micro Systems & Controls Laboratory
More informationTOPIC E: OSCILLATIONS EXAMPLES SPRING Q1. Find general solutions for the following differential equations:
TOPIC E: OSCILLATIONS EXAMPLES SPRING 2019 Mathematics of Oscillating Systems Q1. Find general solutions for the following differential equations: Undamped Free Vibration Q2. A 4 g mass is suspended by
More informationPES Institute of Technology
PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject
More informationKarbala University College of Engineering Department of Civil Eng. Lecturer: Dr. Jawad T. Abodi
Chapter 04 Structural Steel Design According to the AISC Manual 13 th Edition Analysis and Design of Compression Members By Dr. Jawad Talib Al-Nasrawi University of Karbala Department of Civil Engineering
More informationSection Downloads. Design Process. Design Principles Outline. Basic Design Principles. Design Process. Section 06: Design Principles.
Section Downloads Section 06: Design Principles 1 Download & Print TTT I Sec 06 Slides TTT I Sec 06 Handout Section 05 Truss Materials Design Values PS 20 Section 01 TPI 1-2007 Selection 6.4.2 Repetitive
More informationPart 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1.
NAME CM 3505 Fall 06 Test 2 Part 1 is to be completed without notes, beam tables or a calculator. Part 2 is to be completed after turning in Part 1. DO NOT turn Part 2 over until you have completed and
More informationME-B41 Lab 1: Hydrostatics. Experimental Procedures
ME-B41 Lab 1: Hydrostatics In this lab you will do four brief experiments related to the following topics: manometry, buoyancy, forces on submerged planes, and hydraulics (a hydraulic jack). Each experiment
More informationUNIT- I Thin plate theory, Structural Instability:
UNIT- I Thin plate theory, Structural Instability: Analysis of thin rectangular plates subject to bending, twisting, distributed transverse load, combined bending and in-plane loading Thin plates having
More information