ch.5 도심과 무게중심 -...

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STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / / Ch.5 도심과 무게중심 (Centroid and Center of Gravity) * 무게중심 질량중심(Center of mass) = = = = = = m z m z , w z w z m y m y , w y w y m x m x , w x w x i i m i i G i i m i i G i i m i i G W 3 G W 1 W 2 Ex ≫ 질량중심의 위치(x m , y m , z m )를 구하라. Z m A =16kg, m B =24kg D m C =14kg, m D =36kg 400mm 500mm B C 300mm Y A X

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Page 1: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

Ch.5 도심과 무게중심

(Centroid and Center of Gravity)

* 무게중심 및 질량중심(Center of mass)

∑∑

∑∑

∑∑

∑∑

∑∑

∑∑

==

==

==

mzm

z,wzw

z

mym

y,wyw

y

mxm

x,w

xwx

iim

iiG

iim

iiG

iim

iiG

W3G

W1

W2

Ex ≫ 질량중심의 위치(xm, ym, zm)를 구하라.

ZmA=16kg, mB=24kg

DmC=14kg, mD=36kg

400mm

500mmB

C300mm YAX

Page 2: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 2 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

Sol≫

90kg 36 14 24 16 m =+++=∑

mmkg 14400 = (36)(400) + (14)(0) + (24)(0) + (16)(0) =

zm + zm + zm + zm = zm mmkg 7000 =

(36)(0) + (14)(500) + (24)(0) + (16)(0) = ym + ym + ym + ym =ym

mmkg 4800 = (36)(0) + (14)(0) + (24)(0) + (16)(300) =

xm + xm + xm + xm = xm

DDCCBBAAii

DDCCBBAAii

DDCCBBAAii

xm = ∑∑

mxm ii =

904800

= 53.3 mm

ym = ∑∑

mym ii =

907000

= 77.8 mm

zm = ∑∑

mzm ii =

9014400

= 160.0 mm

Page 3: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 3 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

* 선, 면적, 체적의 도심(Centroid, C): 기하학적 형상

선의 도심

xc = dLxL1∫ : ∫ == 차모멘트1선의MdLx yz

yc = dLyL1∫

zc = dLzL1∫

면적의 도심(=단면의 도심)

xc = dAxA1∫ : ∫ == 차모멘트1단면의MdAx yz

yc = dAyA1∫

zc = dAzA1∫

2 차원

2 차원

체적의 도심

xc = dVxV1∫

yc = dVyV1∫

zc = dVzV1∫

2 차원

※ Key: x, y, z ⇒ dL, dA, dV 의 중심까지의 거리

Page 4: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 4 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

Ex 5-2≫ 직사각형 면적의 도심의 위치(xc , yc)를 구하라.

y

h

C

2

h

xb

2b

Sol≫ ⅰ) xc

y

xc= ( ) dAxA1dA2

dxxA1

∫∫ ≈+ = )dxh(xbh1 b

0 ⋅∫ = b

0

2x21

bhh

⎥⎦⎤

⎢⎣⎡

= b21

미소하기 때문에, ( ) x2/dxx ≈+

x

h dA

A = b·h dA = h·dx

dxx

Page 5: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 5 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

ⅱ) yc

y

x

dA

b

y

dy

A = b·h dA = b·dy

yc= dAyA1∫ = )dyb(y

bh1 h

0 ⋅∫ = h

0

2y21

bhb

⎥⎦⎤

⎢⎣⎡

= h21

∴ C = 도심의 위치 = (xc, yc) = ⎟⎠⎞

⎜⎝⎛

2,

2hb

별해 1≫ y

dA h

xdxx

Myz = My = 2hbx

21h)dxh(xdAx

2b

0

2b

0 =⎥⎦⎤

⎢⎣⎡=⋅= ∫∫ , ∴ xc =

Mxz = Mx = [ ]2

bhx2

h)dxh(2hdAy

2b0

2b

0 ==⋅= ∫∫ , ∴ yc =

dA = h·dx

2b

bh2

hb

AM

2

y ==

2h

bh2

bh

AM

2

x ==

Page 6: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 6 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

별해 2≫

y

x

dA

b

y

dy

dA = b·dy

Mx = 2

bhby21)dyb(ydAy

2h

0

2h

0 =⎥⎦⎤

⎢⎣⎡=⋅= ∫∫

∴ yc = 2h

bh2

bh

AM

2

x ==

My = [ ]2hby

2b)dyb(

2bdAx

2h0

2h

0 ==⋅= ∫∫

∴ xc = 2b

bh2

hb

AM

2

y ==

Page 7: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 7 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

In class Exam≫ Ex 5-3

From math table: ∫−

−=−3

)yr(dyyry23

2222

Page 8: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 8 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

Ex 5-7≫ 체적의 도심의 위치를 구하라(Zc = ?).

Sol≫

dz)zR(dz)y(dV 222 −π=π=

V = 3R

0

32R

022 R

32z

31zRdz)zR(dV π=⎥⎦

⎤⎢⎣⎡ −π=−π= ∫∫

∴ zc = [ ]∫∫ −ππ

= R

022

3dz)zR(z

R32

1dVzV1

R83z

41zR

21

R32

R

0

4223

=⎥⎦⎤

⎢⎣⎡ −

π

π=

Page 9: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 9 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

See Table 5-1, 5-2

Page 10: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 10 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

H.W. 9 ≫ 5-19, 5-26, 5-29(ρ=kz)

Page 11: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 11 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

* 복합 물체의 도심

xc = ∑∑

AAx ii yc =

∑∑

AAy ii zc =

∑∑

AAz ii

Ex≫ 단면의 도심의 위치(xc, yc)를 구하라.

Sol≫

∑ =×+×= 2in10)14()16(A

xc = in5.110

)241(4)2

1(6

AAx ii =

++=

∑∑

yc = in210

)21(4)2

6(6

AAy ii =

+=

∑∑

∴C = (xc , yc) = (1.5, 2)in

`

y

5in

1inx

1in 4in

`

6in

4in

1in

1in

1

2

Page 12: Ch.5 도심과 무게중심 - steel.korea.ac.krsteel.korea.ac.kr/UpLoad/note/0602/0610/공업역학_노트-5장.pdf · STATICS Page: 5 - 1 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor:

STATICS Page: 5 - 12 Tel: (02) 924-0190 Fax: (02) 921-5166 Instructor: Nam-Hoi, Park Date : / /

In Class Exam≫ 단면의 도심의 위치(xc, yc)를 구하라.

2in

2in

6in

2in

1in 5in

Sol≫

H.W. 10 ≫ 5-34, 5-36, 5-37