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

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

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Tutorial 1 MECH 101

Liang [email protected]

Office phone : 2358-8811Mobile : 6497-0191

Office hour : 14:00-15:00 Fri

1

Outline

Cartesian vector calculation(+ • ×)

2D forces equilibrium problemMoment calculationReduction of force system

2

Express a Force as a Cartesian VectorMagnitude + direction (daily life) a Cartesian Vector (statics analysis)

cos(60) 200 0.5 100( )

cos(45) 200 0.707 141.4( )

cos( ) ?

Fy F N

Fz F N

Fx F

45۫

60۫

F=200N

z

y

x

Fz

FyFx

2 2 2 2

2 2 2

2 2 2 2

2 2 2

0

[ cos(60)] [ cos(45)] [ cos( )]

[cos(60) cos(45) cos( ) ]

cos(60) cos(45) cos( ) 1

60

F Fx Fy Fz

F F F

F

3

Exercise 1+ : resultant force F1=3 i-5 j+7 k , F2=-9 i+4 j-3 k F1+F2=? • : Projection F1=3 i-5 j+7 k, e =0.6 j-0.8 k F1 • e=? ×: Moment F1=3 i-5 j+7 k, r =-9 i+4 j-3 k r×F1=?

-6 i-1 j+4 k

-8.6

( ) ( )

Pay attention to the order of the vector.

9 4 3 13 54 33

3 5 7

x y z x y z x y z

x y z

i j k

C A i A j A k B i B j B k A A A

B B B

i j k

r F i j k

4

2D forces equilibrium problem

5

W

EAT

BAT

SolutionStep 1: Draw the Free-Body Diagram

Isolating part of the cords system near point A , add the force.

W=mg=(30kg) (10.0m/s2 ) =300N, TBA,TEA are unknowns.

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Step2Select a coordinate system, and resolve the cord tensions into

x and y components. cos 60oBAx BAT T

sin 60oBAy BAT T

0EAyT EAx EAT T

0xW

300yW N

SolutionSolution

W

EAT

BAT

x

y

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Step3Apply the Equilibrium Equation

cos 60 0ox EA BAF T T

sin 60 300 0oy BAF T

200 3 346.4BAT N N 100 3 173.2EAT N N

Step4Step4

Solving these two equations, we find:Solving these two equations, we find:

SolutionSolution

x

W

EAT

BAT

y

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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?

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practice

x

y

04cos 60 0

5x CB DB ABF T T T

3sin 60 0

4o

y DB ABF T T

500 , 573.2DB CBT N T N

200 3 346.4BAT N N

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Review the Steps1. 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.

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Exercise 2

dx

dyN

3.58 , 19.7Bm kg N N

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Exercise 3

cos( ) 5 10

BC

AB x

Fx

k

How many unkowns?

040.2 13

Find out the third equation:

Objects in EquilibriumAn 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

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MomentThe 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

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Moment about a point M r F (general method) & (good for 3D)

(don’t exchange r and F)

oF

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.

ceBABAC sin

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

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18

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Which method is the best?

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Moment about an axis

l l l M r F

What kind of force can roll the handle?

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If the force is in the same plane with the axis, it doesn’t cause moment about the axis

Force system reduction3 forces =>1 force to satisfy the mechanical effect is the same.

1. Resultant force should be the same2. The resultant moment about an arbitrary point should be the same

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Resultant force

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Resultant moment

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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?

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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?

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Example

qL

xL

q

xdxL

q

dxxfF

L

L

L

2

12

1

)(

0

2

0

0

2

0

3

0

0

3

13

1

)(.

qL

xL

q

xxdxL

q

xdxxfdF

L

L

L

LqL

qLd

3

2

2131 2

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Thank You!

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