Obtaining the Center of Gravity, Volume, Weight and More

Similar documents
5. What is the moment of inertia about the x - x axis of the rectangular beam shown?

Equilibrium in Three Dimensions

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

Equilibrium in Two Dimensions

BOOK OF COURSE WORKS ON STRENGTH OF MATERIALS FOR THE 2 ND YEAR STUDENTS OF THE UACEG

POE Practice Test - Materials

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

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.

Part 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.

σ = F/A ε = L/L σ ε a σ = Eε

Torsion of Shafts Learning objectives

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING

Workshop 8. Lateral Buckling

Steel Cross Sections. Structural Steel Design

Properties of Sections

COURSE TITLE : THEORY OF STRUCTURES -I COURSE CODE : 3013 COURSE CATEGORY : B PERIODS/WEEK : 6 PERIODS/SEMESTER: 90 CREDITS : 6

Downloaded from Downloaded from / 1

Mechanics of Materials Primer

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

4.MECHANICAL PROPERTIES OF MATERIALS

BEAM DEFLECTION THE ELASTIC CURVE

Introduction to Structural Member Properties

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

Symmetric Bending of Beams

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 4 Pure Bending Homework Answers

Appendix. A 1 Properties of areas.* *Symbols used are: A = area I = moment of inertia S = Section modulus

Chapter 3, Lesson 1: What is Density?

M. Vable Mechanics of Materials: Chapter 5. Torsion of Shafts

Bending Load & Calibration Module

Lecture 8. Stress Strain in Multi-dimension

Geometric Nonlinear Analysis of a Cantilever Beam

Unit 21 Couples and Resultants with Couples

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

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains

Module 10: Free Vibration of an Undampened 1D Cantilever Beam

Semester: BE 3 rd Subject :Mechanics of Solids ( ) Year: Faculty: Mr. Rohan S. Kariya. Tutorial 1

MECHANICS LAB AM 317 EXP 5 COLUMN BEHAVIOR BUCKLING

3 Hours/100 Marks Seat No.

Second Moments or Moments of Inertia

UNIT-I STRESS, STRAIN. 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2

Experiment 1: Measurement & Analysis

Esri UC2013. Technical Workshop.

Lab Exercise #3: Torsion

Advanced Structural Analysis EGF Section Properties and Bending

EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE (V_3)

Experiment: Torsion Test Expected Duration: 1.25 Hours

Space Objects. Section. When you finish this section, you should understand the following:

Two Tier projects for students in ME 160 class

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.

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 4 COLUMNS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

Using the finite element method of structural analysis, determine displacements at nodes 1 and 2.

Sub. Code:

Homework No. 1 MAE/CE 459/559 John A. Gilbert, Ph.D. Fall 2004

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

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA

Mechanical Properties of Materials

Chapter 3, Lesson 1: What is Density?

By Dr. Mohammed Ramidh

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.

MECH 401 Mechanical Design Applications

Hong Kong Institute of Vocational Education (Tsing Yi) Higher Diploma in Civil Engineering Structural Mechanics. Chapter 2 SECTION PROPERTIES

Chapter 6: Cross-Sectional Properties of Structural Members

Working with Land Records in ArcGIS. Amadea Azerki CA Cadastral Mapping Association October 15-16, 2009

Properties of surfaces II: Second moment of area

ME 323 MIDTERM # 1: SOLUTION FALL SEMESTER Time allowed: 1hour

Measurement of Bone Strength and Stiffness using 3-Point Bending

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

A. Objective of the Course: Objectives of introducing this subject at second year level in civil branches are: 1. Introduction 02

I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

Failure in Flexure. Introduction to Steel Design, Tensile Steel Members Modes of Failure & Effective Areas

Chapter 1 General Introduction Instructor: Dr. Mürüde Çelikağ Office : CE Building Room CE230 and GE241

Strength of Material. Shear Strain. Dr. Attaullah Shah

ISIS/Draw "Quick Start"

MECE 3321: MECHANICS OF SOLIDS CHAPTER 5

High Tech High Top Hat Technicians. An Introduction to Solid Mechanics. Is that supposed to bend there?

LAB 2 - ONE DIMENSIONAL MOTION

Level 7 Postgraduate Diploma in Engineering Computational mechanics using finite element method

Mechanics of Materials

Structural Analysis I Chapter 4 - Torsion TORSION

[5] Stress and Strain

Mechanical Design in Optical Engineering. For a prismatic bar of length L in tension by axial forces P we have determined:

EXPERIMENTAL COMPETITION

Principles Of Engineering. Part A

SECTION 23 - METRIC DESIGN INFORMATION. Table of Contents

IVIL.COM, C. English - Arabic. Arrow Assume Assumption Available Average Axes Axial Axis

ME311 Machine Design

MARKS DISTRIBUTION AS PER CHAPTER (QUESTION ASKED IN GTU EXAM) Name Of Chapter. Applications of. Friction. Centroid & Moment.

Lab 1: Numerical Solution of Laplace s Equation

APPENDIX 1 MODEL CALCULATION OF VARIOUS CODES

FLEXIBILITY METHOD FOR INDETERMINATE FRAMES

CH. 5 TRUSSES BASIC PRINCIPLES TRUSS ANALYSIS. Typical depth-to-span ratios range from 1:10 to 1:20. First: determine loads in various members

This procedure covers the determination of the moment of inertia about the neutral axis.

Leaf Spring (Material, Contact, geometric nonlinearity)

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion

cos(θ)sin(θ) Alternative Exercise Correct Correct θ = 0 skiladæmi 10 Part A Part B Part C Due: 11:59pm on Wednesday, November 11, 2015

Transcription:

C h a p t e r 10 Obtaining the Center of Gravity, Volume, Weight and More In this chapter, you will learn the following to World Class standards: The Importance of the Center of Gravity The Inquiry Toolbar Using the Mass Properties Tool on the Inquiry Toolbar Showing the Center of Gravity with a Point Moving the Center of Gravity of a Part to the Drawing Origin Writing the Mass Properties Analysis to File Analyzing a Simple Part 10-1

The Importance of the Center of Gravity For every designer, the center of gravity is important when analyzing a part or assembly. In the study of rigid bodies, the weight of the entire part can be drawn through this single point. When one or more external forces act on a rigid body, their force vectors can be scrutinized in relationship to the center of gravity, telling the observer whether the part will be subject to a twisting motion. In this chapter, we will learn how to find and mark the center of gravity of a solid. We will also learn how the computer program finds the center of gravity of a part. After analyzing the 3D component s center of gravity, we will extract the part s volume and Moment of Inertia from the engineering data. The volume along with the material s density will allow us to compute the part s weight. The information from the computer program will help us orientate the part in the direction to resist forces and we will use the figures to compute the maximum weight on the beam. First, in AutoCAD, draw a 3D solid that is 4 by 3 by 2. In the simple 3D part as shown in Figure 10.1, the block has a center of gravity that is at the intersection of three axis that run through the center of the three planes, XY, YZ and ZX. Many designers can spot the center on a symmetrical part without complex calculations. But in many cases, we will need complex calculations or we will use a computer program to find the center of gravity. Figure 10.1 Drawing a Simple 3D Part The Inquiry Toolbar The Inquiry Toolbar has a number of tools that help retrieve data from a drawing. The five commands are Distance, Area, Mass Properties, List and ID. They are used to find many facts and figures of a part including true distances in 3D space, the surface area and volume of a solid. Distance This tool will give the user the true distance after selecting two points in three-dimensional Model Space. The command will return the angle in the XY plane 10-2

and the angle from the XY plane. The three subcomponents of the true distance, Delta X, Delta Y and Delta Z are given. See the example shown below. Command: '_dist Specify first point: Specify second point: Distance = 5.3852, Angle in XY Plane = 323, Angle from XY Plane = 338 Delta X = 4.0000, Delta Y = -3.0000, Delta Z = -2.0000 Area gives the user the area of a solid after specifying O for object. If architectural units are set the answer is given in square inches and square feet. If the object is a circle or Polyline, the perimeter is given. Command: area Specify first corner point or [Object/Add/Subtract]: o Select objects: Area = 52.00 square in. (0.3611 square ft.), Perimeter = 0'-0" Mass Properties gives the bounding box, centroid, moment of inertia, product of inertia, radii of gyration and the principal moments and X-Y-Z directions about centroid. An example is shown in the next section of this chapter. List Gives the user information about the 3D part, such as entity type and layer name. The List report Command: _list Select objects: 1 found Select objects: 3DSOLID Layer: "0" Space: Model space Handle = c1 History = Record Show History = No Solid type = Box Position, X = 5.0000 Y = 3.5000 Z = 0.0000 Length: 4.0000 Width: 3.0000 Height: 2.0000 Rotation: 0 ID gives the user the X, Y and Z ordinates of a point selected in 3D model space. See the example shown below. Command: id Specify point: X = 3.0000 Y = 5.0000 Z = 0.0000 Using the Mass Properties Tool on the Inquiry Toolbar Where the other tools in AutoCAD are helpful in physical design where the parts can be shown to fit together, the mass properties uses the size and shape of a part to help us to select material. 10-3

The physical shape of the homogenous solid can determine the resistance to bending and therefore the ability to resist breakage. Add the Moment of Inertia data to the Modulus of Elasticity of a material in the homogenous part and we can predict the point of failure. The data we are about to see, could be calculated by other means such as using a calculator, pencil and paper, but the results would take half an hour or much more depending on the complexity of the part. This program will provide the engineering data in seconds. Select the Mass Properties tool on the Inquiry toolbar and then choose the 3D part. After opting for the part, Enter to see the data describing the bounding box, centroid, moments of inertia, products of inertia, radii of gyration and the principal moments and X-Y-Z directions about centroid. Bounding Box - The minimum values on the X, Y and Z-axis and the maximum values on the X, Y and Z axis that envelope the 3D solid. Centroid This three dimensional point defines the center of volume (balance) for the 3D solid. For homogenous parts, the point is the same as the Center of Gravity, where the forces acting on the solid will not rotate the part. Moments of Inertia - This number shown in units to the fourth power represents the capacity of 3D solid to resist bending. For solids designed in inches, the moment of inertia is in inches to the fourth power. For metric drawings, the answer is millimeters to the fourth power. Products of Inertia This is a measure of the imbalance of the area with the respect to the two planar axis chosen. The Products of Inertia will be zero when the centroid is at the origin. Radii of Gyration - This three dimensional point defines the distance from the axis where all the mass can be concentrated and equals the same as the Moment of Inertia. Principal Moments and X-Y-Z Directions about Centroid - This number shown in units to the fourth power represents the capacity of 3D solid to resist bending when the centroid is at 0,0,0 point. For solids designed in inches, the moment of inertia is in inches to the fourth power. For metric drawings, the answer is millimeters to the fourth power. We know this value as the principal axes of inertia, which have their origin at the center of gravity. Figure 10.2 Run Massprop 10-4

Showing the Center of Gravity with a Point Place a point at the center of gravity of the 3D solid by selecting the Point tool on the Drawing toolbar and entering the X, Y and Z values from the centroid value from the report we can see from the Mass Properties command. A node will appear on the graphical display showing the position of the centroid. To make the centroid appear as a symbol and not a single point, select Format from the Menu Bar and pick Point Style. The Point Style dialog box will appear on the graphical display. Choose the point style as shown in Figure 10.3 and press the OK command button. A large point symbol similar to the actual center of gravity symbol used in industry will replace the single node. Figure 10.3 Point Style Dialog Box Moving the Center of Gravity of a Part to the Drawing Origin When we wish to examine a 3D solids ability to resist bending and then use the Moment of Inertia value to select a material that will not break under stress, then we will move the solid so the centroid is at the drawings origin. Select the solid and for the first point of displacement, pick the point representing the centroid of the part. For the second point, type 0,0,0 for the origin of the drawing. Select the Mass Properties tool on the Inquiry toolbar and then choose the 3D part again. After opting for the part, Enter to see the data describing the bounding box, centroid, moments of inertia, products of inertia, radii of gyration and the principal moments and X-Y-Z directions about centroid. Now the value of the centroid will be 0,0,0. The Moments of Inertia will now reflect the parts to ability to resist bending about its own axis. Writing the Mass Properties Analysis to File We can write the Mass Properties data to an external file by answering yes to the query at the end of the function. After affirming the desire to keep the data, pick a file location in the project or parts folder. We can make a sub folder called Engineering Data and save the file with the part name or number. Now we will be able to locate the information easily for future reference. 10-5

---------------- SOLIDS ---------------- Mass: 24.0000 Volume: 24.0000 Bounding box: X: -2.0000 -- 2.0000 Y: -1.5000 -- 1.5000 Z: -1.0000 -- 1.0000 Centroid: X: 0.0000 Y: 0.0000 Z: 0.0000 Moments of inertia: X: 26.0000 Y: 40.0000 Z: 50.0000 Products of inertia: XY: 0.0000 YZ: 0.0000 ZX: 0.0000 Radii of gyration: X: 1.0408 Y: 1.2910 Z: 1.4434 Principal moments and X-Y-Z directions about centroid: I: 26.0000 along [1.0000 0.0000 0.0000] J: 40.0000 along [0.0000 1.0000 0.0000] K: 50.0000 along [0.0000 0.0000 1.0000] Figure 10.4 Point Style Dialog Box Analyzing a Simple Part Figure 10.5 Sketch of a Single Shelf in the Design 10-6

Let us say an engineer asks us to design a shelf using 1/8 x 1 x 2 aluminum tube that we have in stock and we want to determine the weight of the two supports holding the aluminum sheet. We would also like to determine the Moments of Inertia of the aluminum tube. The engineer provides a sketch of a single shelf as shown in Figure 10.5. In our CAD program, draw a single 1 x 2 x 48 long hollow tube with a 0.125 wall. Run the Mass Properties tool from the Inquiry toolbar. Answer these questions. What is the volume of the tube? What is the density of 6061 aluminum? What is the weight of the tube? Figure 10.6 Draw a 1/8 Walled x 1 x 2 x 48 Long Tube In order to find the weight of a part, we will determine the volume of the solid. From the Mass Properties data as shown in Figure 10.7, we see the volume of the tube is 33 cubic inches. ---------------- SOLIDS ---------------- Mass: 33.0000 Volume: 33.0000 Bounding box: X: -24.0000 -- 24.0000 Y: -0.5000 -- 0.5000 Z: -1.0000 -- 1.0000 Centroid: X: 0.0000 Y: 0.0000 Z: 0.0000 Moments of inertia: X: 20.9688 Y: 6351.9219 Z: 6341.0469 Products of inertia: XY: 0.0000 YZ: 0.0000 ZX: 0.0000 Radii of gyration: X: 0.7971 Y: 13.8738 Z: 13.8619 Principal moments and X-Y-Z directions about centroid: I: 20.9687 along [1.0000 0.0000 0.0000] J: 6351.9219 along [0.0000 1.0000 0.0000] K: 6341.0469 along [0.0000 0.0000 1.0000] Figure 10.7 Mass Properties Data of the 1/8 Walled x 1 x 2 x 48 Long Tube 10-7

Different materials are denser than others and we have seen this in our lives. Pick up a piece of plastic and a piece of similar sized glass. We notice that the glass is considerably heavier than the plastic. This observation is true because the density of the plastic is much less than the glass. If we obtain a density chart of materials, we will always have the ability to record the weight of the part on the mechanical drawing. Who uses this data? The machinist, the assembly personnel, shipping and receiving staff, and other people on the engineering team. The density of some common materials is in the chart below: Density English Metric Material (lbs per cubic inches) (grams per cubic cm) Acrylic 0.042 1.163 Aluminum, 6061 0.098 2.713 Aluminum, cast 0.097 2.685 Brass, free cutting 0.307 8.498 Cast Iron 0.252 6.975 Copper 0.323 8.941 Polycarbonate 0.043 1.190 Stainless steel 0.302 8.359 Steel, 1010 0.284 7.861 Teflon 0.078 2.159 Wood pine 0.023 0.650 Zinc, cast 0.240 6.643 Figure 10.8 Density Table of Common Construction Materials The centroid of the tube was not even on the part, but located inside the hollow tube, 18 inches from the end. We moved the centroid of the tube to the origin as we can see in Figure 10.8 by noticing that the centroid is 0,0,0. Now, we need to compute the weight of the tube. The formula for determining the weight is: PartWeight Volume Density PartWeight 33.0in 3 0.099lbs / in 3 3.267lbs The last data we need to use is the Moment of Inertia. The Moment of Inertia is the sum of the area times the distance to the centroid of the area to the second power. Therefore the answer will be the unit of measurement to the fourth power. Most likely this will be inches or feet in English units and millimeters or meters in Metric units. 10-8

There are three Moments of Inertia for a part and for our tube. One bending moment is around 4 the X-axis, which is 20.9688 in. Another bending moment is around the Y-axis, which is 4 6351.9219 in. And the last bending moment is around the Z- 4 axis, which is 6341.0469 in. The largest force on the shelves will be from the items placed on the top, so the bending will be around the Y-axis. Figure 10.9 Bending on the Y Axis We can evaluate by reading the numbers that the best resistance to a bending moment around the Y-axis is with the tube oriented in the vertical alignment where it is slightly stronger to 4 oppose the load. The Moment of Inertia we will use for the design is 6351.9219 in. * World Class CAD Challenge 10-30 * - Draw a 3D solid of a 1/8 walled, 2 x 4 x 36 inch long aluminum tube. Determine and mark the centroid, find the volume, weight and Moment of Inertia of the tube. Save the drawing as 2x4x36_tube.dwg Continue this drill four times using some forces you have determined, each time completing the drawing under 5 minutes to maintain your World Class ranking. 10-9