lecture 8- 1page

14
© 2007 The McGraw-Hill Companies, Inc. All rig hts reserv ed. Vector Mech ani cs fo r Eng in eers : Static s E i       g h   t    h  E  d  i      t    i      o n 3 - 1 Sample Problem 3.4 The rectangular plate is supported by the brackets at A and B and by a wire CD. Knowing that the tension in the wire is 200 N, determine the moment about A of the force exerted by the wire at C . SOLUTION: The moment M  A of the force F exerted  by the wire is obtained by evaluating the vector product, F r  M  A C  A r r r × =

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© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

E  d  i      t    i      on

3 - 1

Sample Problem 3.4

The rectangular plate is supported by

the brackets at A and B and by a wire

CD. Knowing that the tension in the

wire is 200 N, determine the moment

about A of the force exerted by the

wire at C .

SOLUTION:

The moment M  A of the force F exerted

 by the wire is obtained by evaluating

the vector product,

F r  M   AC  A

r

r

r

×=

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

E  d  i      t    i      on

3 - 2

Sample Problem 3.4

SOLUTION:

12896120

08.003.0

−−

=

k  ji

 M  A

rrr

r

( ) ( ) ( )k  ji M  Ar

rrv

m N8.82m N8.82m N68.7   ⋅+⋅+⋅−=

( ) ( ) jir r r   AC  AC 

rrrrr

m08.0m3.0   +=−=

F r  M   AC  A

r

r

r

×=

( )

( )  ( ) ( ) ( )

( ) ( ) ( )k  ji

k  ji

r F F 

 DC 

 DC 

rrr

rrr

r

rr

 N128 N69 N120

m5.0

m32.0m0.24m3.0 N200

 N200

−+−=

−+−=

==   λ 

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 3

Given: A 400 N force is

applied to the frame

and θ = 20°.

Find: The moment of the

force at A.

Plan:

1) Resolve the force along x and y axes.

2) Determine MA using scalar analysis.

EXAMPLE 1

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 4

EXAMPLE 1 (continued)

Solution

+ ↑ Fy = -400 cos 20° N

+ → Fx = -400 sin 20° N

+ MA = {(400 cos 20°)(2) + (400 sin 20°)(3)} N·m

= 1160 N·m

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 5

EXAMPLE 2

Given: a = 3 in, b = 6 in and c = 2 in.

Find: Moment of F about point O.

Plan:

1) Find rOA.

2) Determine  M O =  rOA   F .

Solution  rOA = {3 i + 6 j  – 0 k} in

i j k

3 6 0

3 2 -1

MO = = [{6(-1) – 0(2)} i  – {3(-1) – 0(3)} j +

{3(2)  – 6(3)} k] lb·in

= {-6 i + 3 j  – 12 k} lb·in

o

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

E  d  i      t    i      on

3 - 6

GROUP PROBLEM SOLVING

Given: A 40 N force is

applied to the wrench.

Find: The moment of the

force at O.

Plan: 1) Resolve the force

along x and y axes.

2) Determine MO using

scalar analysis.

Solution: + ↑ Fy = - 40 cos 20° N

+ → Fx = - 40 sin 20° N

+ MO = {-(40 cos 20°)(200) + (40 sin 20°)(30)}N·mm

= -7107 N·mm = - 7.11 N·m

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 7

Scalar Product of Two Vectors

• The scalar product or dot product  between

two vectors P and Q is defined as

( )resultscalar cosθ PQQP   =•  rr

• Scalar products:

- are commutative,

- are distributive,

- are not associative,

PQQPrrrr

•=•

2121   QPQPQQPrrrrrrr

•+•=+•

undefined =••   S QPrrr

• Scalar products with Cartesian unit components,

000111   =•=•=•=•=•=•   ik k  j jik k  j jiir

rrvrr

rrrrrr

k Q jQiQk P jPiPQP  z y x z y x

rrr

rrrrr

++•++=•

2222PPPPPP

QPQPQPQP

 z y x

 z z y y x x

=++=•

++=•rr

rr

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 8

Scalar Product of Two Vectors: Applications

• Angle between two vectors:

PQ

QPQPQP

QPQPQPPQQP

 z z y y x x

 z z y y x x

++=

++==•

θ 

θ 

cos

cosrr

• Projection of a vector on a given axis:

OL

OL

PPQ

QP

PQQP

OLPPP

==•

=•

==

θ 

θ 

θ 

cos

cos

alongof  projectioncos

rr

rr

 z z y y x x

OL

PPP

PP

θ θ θ 

λ 

coscoscos   ++=

•=  rr

• For an axis defined by a unit vector:

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 9

APPLICATIONS

For this geometry, can you determine

angles between the pole and the cables?

For force F at Point A, what

component of it (F1) acts along the

 pipe OA? What component (F2) acts

 perpendicular to the pipe?

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 10

EXAMPLE

Given: The force acting on the pole

Find: The angle between the force

vector and the pole, and the

magnitude of the projection

of the force along the pole

OA.

Plan:

 A

1. Get rOA

2. θ = cos-1{( F • rOA)/(F r OA)}

3. FOA = F • uOA or F cos θ

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 11

EXAMPLE (continued)

 A

 rOA = {2 i + 2 j  – 1 k} m

r OA = (22 + 22 + 12)1/2 = 3 m

 F = {2 i + 4 j + 10 k}kN

F = (22 + 42 + 102)1/2 = 10.95 kN

θ = cos-1{( F • rOA)/(F r OA)}

θ = cos-1 {2/(10.95 * 3)} = 86.5°

uOA = rOA/r OA = {(2/3) i + (2/3) j  – (1/3) k}

FOA = F • uOA = (2)(2/3) + (4)(2/3) + (10)(-1/3) = 0.667 kN

Or FOA = F cos θ = 10.95 cos(86.51°) = 0.667 kN

 F • rOA = (2)(2) + (4)(2) + (10)(-1) = 2 kN·m

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

E  d  i      t    i      on

3 - 12

GROUP PROBLEM SOLVING

Given: The force acting on the pole.

Find: The angle between the force

vector and the pole, and the

magnitude of the projection of

the force along the pole AO.

Plan:

1. Get r AO

2. θ = cos-1{( F • r AO)/(F r AO)}

3. FOA = F • u AO or F cos θ

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

E  d  i      t    i      on

3 - 13

 r AO = {-3 i + 2 j  – 6 k} ft.

r AO = (32 + 22 + 62)1/2 = 7 ft.

 F = {-20 i + 50 j  – 10 k}lb

F = (202 + 502 + 102)1/2 = 54.77 lb

GROUP PROBLEM SOLVING (continued)

θ = cos-1{( F • r AO)/(F r AO)}

θ = cos-1 {220/(54.77 × 7)} = 55.0°

 F • r AO = (-20)(-3) + (50)(2) + (-10)(-6) = 220 lb·ft

u AO = r AO/r AO = {(-3/7) i + (2/7) j  – (6/7) k}

FAO = F • u AO = (-20)(-3/7) + (50)(2/7) + (-10)(-6/7) = 31.4 lb

Or FAO = F cos θ = 54.77 cos(55.0°) = 31.4 lb

 

© 2007 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: StaticsE i       gh   t    h  

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3 - 14

Mixed Triple Product of Three Vectors

• Mixed triple product of three vectors,

resultscalar=ו   QPS rrr

• The six mixed triple products formed from S, P, and

Q have equal magnitudes but not the same sign,

( ) ( ) ( )S PQQS PPQS 

PS QS QPQPS rrrrrrrr

rrrrrrrrr

ו−=ו−=ו−=

ו=ו=ו

( )

( )

 z y x

 z y x

 z y x

 x y y x z

 z x x z y y z z y x

QQQ

PPP

S S S 

QPQPS 

QPQPS QPQPS QPS 

=

−+

−+−=ו  rrr

• Evaluating the mixed triple product,