Tutorial 1 MECH 101 Liang Tengfei Office phone : 2358-8811 Mobile : 6497-0191 Office hour : 14:00-15:00 Fri 1.

Slides:



Advertisements
Similar presentations
Problem y x Collars A and B are connected P
Advertisements

Problem 4-b 4 in 4 in 20 lb 40 lb The T-shaped bracket shown is
Translational Equilibrium Physics Montwood High School R. Casao.
1 UCT PHY1025F: Mechanics Physics 1025F Mechanics Dr. Steve Peterson EQUILIBRIUM.
Force vs. Torque Forces cause accelerations
Rotational Equilibrium and Rotational Dynamics
Torque and Rotational Equilibrium
Equilibrium Equilibrium refers to a condition in which an object is at rest originally at rest (static equilibrium) or has a constant velocity if originaly.
CTC / MTC 222 Strength of Materials
EQUILIBRIUM OF A PARTICLE IN 3-D (Section 3.4)
Tutorial 2 MECH 101 Liang Tengfei Office phone : Mobile : Office hour : 14:00-15:00 Fri.
CHAP 5 Equilibrium of a Rigid body
Equilibrium of Particles Free-body Diagram Equilibrium of Rigid Bodies
D. Roberts PHYS 121 University of Maryland Physic² 121: Phundament°ls of Phy²ics I November 15, 2006.
Copyright © 2010 Pearson Education South Asia Pte Ltd
Chapter 4 The Laws of Motion. Forces Usually think of a force as a push or pull Usually think of a force as a push or pull Vector quantity Vector quantity.
Chapter 5 The Laws of Motion. Forces Usually think of a force as a push or pull Usually think of a force as a push or pull Vector quantity Vector quantity.
4.6 Moment due to Force Couples
Chapter 3: Force System Resultants
Licensed Electrical & Mechanical Engineer
Forces and equilibrium
Chapter 3 Equilibrium. Equilibrium – Condition where the net force and net moment are both zero. Both conditions must be zero for a system to be in equilibrium!
Engineering Mechanics: Statics
Copyright Kaplan AEC Education, 2005 Statics Outline Overview STATICS, p. 119 INTRODUCTORY CONCEPTS IN MECHANICS, p. 120 Newton’s Laws of Motion Newton’s.
Rigid Bodies II: Equilibrium
Chapter 9: Rotational Dynamics
CE Statics Chapter 5 – Lecture 1. EQUILIBRIUM OF A RIGID BODY The body shown is subjected to forces F1, F2, F3 and F4. For the body to be in equilibrium,
In the study of the equilibrium of rigid bodies, i.e. the situation when the external forces acting on a rigid body form a system equivalent to zero, we.
5.6 Equations of Equilibrium
Copyright © 2010 Pearson Education South Asia Pte Ltd
5.3 Equations of Equilibrium
College of Engineering CIVE 1150 Fall Rectangular Components of a Force: Unit Vectors Vector components may be expressed as products of the unit.
Overview of Mechanical Engineering for Non-MEs Part 1: Statics 3 Rigid Bodies I: Equivalent Systems of Forces.
Problem y C D A container of weight W = 1165 N is supported O
Slide #: 1 Chapter 4 Equilibrium of Rigid Bodies.
Simple trusses A truss structure is composed of slender members joined together at their end points A truss structure is composed of slender members joined.
ME 201 Engineering Mechanics: Statics Chapter 3 – Part A 3.1 Condition for the Equilibrium of a Particle 3.2 The Free-Body Diagram 3.3 Co-Planar Force.
The Laws of Motion. Classical Mechanics Describes the relationship between the motion of objects in our everyday world and the forces acting on them Describes.
Physics CHAPTER 8 ROTATIONAL MOTION. The Radian  The radian is a unit of angular measure  The radian can be defined as the arc length s along a circle.
Namas Chandra Introduction to Mechanical engineering Hibbler Chapter 2-1 EML 3004C Problem 3-6 (page 84) A force of 30 lb is applied to the handle of the.
THREE-DIMENSIONAL FORCE SYSTEMS In-class Activities: Check Homework Reading Quiz Applications Equations of Equilibrium Concept Questions Group Problem.
College of Engineering CIVE 1150 Summer a = 200mm W = 16Kg*9.8m/s 2 W = 156.9N Find tension in each of the three cords.
Cont. ERT 146 Engineering Mechanics STATIC. 4.4 Principles of Moments Also known as Varignon ’ s Theorem “ Moment of a force about a point is equal to.
ME 201 Engineering Mechanics: Statics Chapter 3 – Part b - continued 3.1 Condition for the Equilibrium of a Particle 3.2 The Free-Body Diagram 3.3 Co-Planar.
Problem 4-c 1.2 m y 1.5 m z x 5 kN A B C E D  1 m 2 m A 3-m pole is supported by a ball-and-socket joint at A and by the cables CD and CE. Knowing that.
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.
D C B A aaa  30 o P Problem 4-e Rod AD supports a vertical load P and is attached to collars B and C, which may slide freely on the rods shown. Knowing.
MEC 0011 Statics Lecture 6 Prof. Sanghee Kim Fall_ 2012.
Chapter 12 Lecture 21: Static Equilibrium and Elasticity: I HW8 (problems):11.7, 11.25, 11.39, 11.58, 12.5, 12.24, 12.35, Due on Friday, April 1.
Chapter 8 Rotational Equilibrium and Rotational Dynamics
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Licensed Electrical & Mechanical Engineer
Introduction Treatment of a body as a single particle is not always possible. In general, the size of the body and the specific points of application.
Rigid Bodies: Equivalent Systems of Forces
Equilibrium of Rigid Bodies
DNT 122 – APPLIED MECHANICS
Static Equilibrium Chapter 9 Sec. 1 & 2.
Problem-1 A two member frame is supported by the two pin supports at A and D as shown. The beam AB is subjected to a load of 4 kN at its free end. Draw.
Equilibrium of Rigid Bodies
CE Statics Lecture 9.
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
Equilibrium of Rigid Bodies
Equilibrium Of a Rigid Body.
Forces, Moment, Equilibrium and Trusses
Equilibrium Of a Rigid Body.
CHAPTER 3: BASIC CONCEPT OF MOMENTS
Copyright © 2010 Pearson Education South Asia Pte Ltd
CE Statics Lecture 8.
Presentation transcript:

Tutorial 1 MECH 101 Liang Tengfei Office phone : Mobile : Office hour : 14:00-15:00 Fri 1

Outline Cartesian vector calculation(+ ×) 2D forces equilibrium problem Moment calculation Reduction of force system 2

Express a Force as a Cartesian Vector Magnitude + direction (daily life) a Cartesian Vector (statics analysis) 45۫ 60۫ F=200N 3

Exercise 1 + : resultant force F 1 =3 i-5 j+7 k, F 2 =-9 i+4 j-3 k F 1 +F 2 =? : Projection F 1 =3 i-5 j+7 k, e =0.6 j-0.8 k F 1 e=? ×: Moment F 1 =3 i-5 j+7 k, r =-9 i+4 j-3 k r×F 1 =? -6 i-1 j+4 k

2D forces equilibrium problem 5

Solution Step 1: Draw the Free-Body Diagram Isolating part of the cords system near point A, add the force. W=mg=(30kg) (10.0m/s 2 ) =300N, T BA,T EA are unknowns. 6

Step2 Select a coordinate system, and resolve the cord tensions into x and y components. Solution 7

Step3 Apply the Equilibrium Equation Step4 Solving these two equations, we find: Solution 8

Objects in Equilibrium An particle is in equilibrium ΣF = 0 2D  Rx=0,Ry=0  2 Equations, 2 Unknowns Why I don’t choose point B to analyze first? 9

practice 10

Review the Steps 1. Draw the Free-Body Diagram 2. Select a coordinate system and find the x and y components of every force 3. Apply the Equilibrium Equations 4. Solve the equations. 11

Exercise 2 dx dy N 12

Exercise 3 How many unkowns? 13 Find out the third equation:

Objects in Equilibrium An object is in equilibrium ΣF = 0 All the forces pass the same point. (particle) ΣF = 0 An object is in equilibrium If the forces don’t pass the same point, we need: ΣF = 0 & ΣM = 0 An object is in equilibrium 14

Moment The moment of a force about a point or an axis: a measure of the tendency of the force to rotate a body about that point or the axis. moment about a point ----A ball on the sea & The earth Moment about an axis ----The door & the handle 15

Moment about a point (general method) & (good for 3D) (don’t exchange r and F) o F d r If you can find the Moment arm d, it’s easier to use M=F*d. Especially in 2D problem, the direction of M is obvious. o F If F passes o, the moment of F about O is zero. 16

Example A 200-N force acts on the bracket shown in fig (a).Determine the moment of the force about point A 17

18

19

Which method is the best? 20

Moment about an axis What kind of force can roll the handle? 21 If the force is in the same plane with the axis, it doesn’t cause moment about the axis

Force system reduction 3 forces =>1 force to satisfy the mechanical effect is the same. 1. Resultant force should be the same 2. The resultant moment about an arbitrary point should be the same 22

Resultant force 23

Resultant moment 24

Think about: Force is an vector. Can this vector move arbitrarily? Can a couple move around? What’s the mechanical effect of a force? What’s the mechanical effect of a couple? 25

Reduce the distributed force Where is the centroid of the area of the load diagram? How to calculate the equivalent force? How to calculate the equivalent force? And where dose this concentrated force locate? 26

Example 27

Thank You! 28