Bryan

Primero dibujamos el diagrama de cuerpo libre:

Ahora llevamos las medidas de mm a metros:

280 𝑚𝑚 = 0,28 𝑚 180 = 0,18 𝑚 100 = 0,10 𝑚

Ahora aplicando las ecuaciones de equilibrio tenemos:

𝑀! = 0: − 𝐴 0,18 + 150 sin 30 0,10 + 150 cos 30 0,28 = 0

0,28!!

0,18!!

0,10!!

30°

!

!

150!!

!!

!!

!

!

!

!!

COSMOS: Complete Online Solutions Manual Organization System

Vector Mechanics for Engineers: Statics and Dynamics, 8/e, Ferdinand P. Beer, E. Russell Johnston, Jr., Elliot R. Eisenberg, William E. Clausen, David Mazurek, Phillip J. Cornwell © 2007 The McGraw-Hill Companies.

Chapter 4, Solution 19.

Free-Body Diagram:

(a) From free-body diagram of lever BCD

( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB

T∴ =(b) From free-body diagram of lever BCD

( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹

𝑨 = 150 sin 30 0,10 + 150 cos 30 0,28

0,18 = 𝟐𝟒𝟑,𝟕𝟒 𝑵

𝑜 𝑨 = 𝟐𝟒𝟒 𝑵 →

𝐹! = 0: 243,74+ 150 sin 30+ 𝐷! = 0

𝑫𝒙 = −243,74− 150 sin 30 = −𝟑𝟏𝟖,𝟕𝟒 𝑵

𝐹! = 0: 𝐷! − 150 cos 30 = 0

𝑫𝒚 = 150 cos 30 = 𝟏𝟐𝟗,𝟗𝟎𝟒 𝑵

𝑃𝑜𝑟 𝑙𝑜 𝑡𝑎𝑛𝑡𝑜: 𝑫 = 𝐷!! + 𝐷!! = −318,74 ! + 129,904 ! = 𝟑𝟒𝟒,𝟐𝟎 𝑵

𝑎𝑑𝑒𝑚𝑎𝑠 𝜽 = tan!!𝐷!𝐷!

= tan!!129,904−318,74 = −𝟐𝟐,𝟏𝟕𝟒°

𝑜 𝑫 = 𝟑𝟒𝟒 𝑵 𝜽 = 𝟐𝟐,𝟐°




Free-Body Diagram:


( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB


( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹




Free-Body Diagram:


( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB


( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹




Free-Body Diagram:

(a)

( ) 0in.9.0cos

in.2.4:0 =−⎟

⎠

⎞⎜⎝

⎛−=Σ spΒx FAΜα

or ( )8lb 1.2 in.

cos30sp

F kx k= = =°

Solving for k:

7.69800 lb/in.k = 7.70 lb/in.k = ▹

(b)

( ) 8 lb0: 3 lb sin30 0

cos30x x

F B⎛ ⎞Σ = ° + + =⎜ ⎟°⎝ ⎠

or 10.7376 lbx

B = −

( )0: 3 lb cos30 0y y

F BΣ = − ° + =

or 2.5981 lby

B =

( ) ( )2 210.7376 2.5981 11.0475 lb,B = − + = and

1 2.5981tan 13.6020

10.7376θ −= = °

Therefore: 11.05 lb=B 13.60° ▹

Primero dibujamos el diagrama de cuerpo libre:

Ahora aplicando las ecuaciones de equilibrio tenemos:

𝑀! = 0: 𝑇 2𝑎 + 𝑎 cos𝜃 − 𝑇𝑎 + 𝑃𝑎 = 0

!! !

2!+ !

cos!

!

! !

!!

!!

!!

!!

!! !!

!!




Free-Body Diagram:


( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB


( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹

𝑻 =𝑷

𝟏+ 𝐜𝐨𝐬𝜽 (𝐼)

𝐹! = 0: 𝐶! − 𝑇 sin𝜃 = 0

𝑪𝒙 = 𝑻 𝐬𝐢𝐧𝜽 (𝐼𝐼) De (I) en (II) se tiene que:

𝑪𝒙 = 𝑷 𝐬𝐢𝐧𝜽𝟏+ 𝐜𝐨𝐬𝜽 (𝐼𝐼𝐼)

𝐹! = 0: 𝐶! + 𝑇 + 𝑇 cos𝜃 − 𝑃 = 0

𝑪𝒚 = 𝑷− 𝑻 𝟏+ 𝐜𝐨𝐬𝜽 (𝐼𝑉) De (I) en (IV) se tiene que:

𝐶! = 𝑃 −𝑃 1+ cos𝜃1+ cos𝜃 = 0

𝑪𝒚 = 𝟎 , 𝐶 = 𝐶!

𝑪 = 𝑷 𝐬𝐢𝐧𝜽𝟏+ 𝐜𝐨𝐬𝜽 (𝑉)

𝐶𝑜𝑚𝑜 𝜃 = 60° 𝑠𝑒𝑔𝑢𝑛 𝑒𝑛𝑢𝑛𝑐𝑖𝑎𝑑𝑜 De (I) se tiene que:

𝑻 =𝑃

1+ cos𝜃 = 𝑃

1+ cos 60 = 𝑃

1+ 12=

𝟐𝟑 𝑷




Free-Body Diagram:


( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB


( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹




Free-Body Diagram:


( ) ( )0: 50 mm 200 N 75 mm 0C AB

M TΣ = − =

300AB


( )0: 200 N 0.6 300 N 0x x

F CΣ = + + =

380 N or 380 Nx x

C∴ = − =C

( )0: 0.8 300 N 0y y

F CΣ = + =

N 240or N 240 =−=∴yy

C C

Then ( ) ( )2 22 2380 240 449.44 N

x yC C C= + = + =

and °=⎟⎠

⎞⎜⎝

⎛

−−=⎟⎟

⎠

⎞⎜⎜⎝

⎛= −−

276.32380

240tantan

11

x

y

C

Cθ

or 449 N=C 32.3°▹

Ahora De (V) se tiene que:

𝑪 = 𝑃 sin𝜃1+ cos𝜃 =

𝑃 sin 601+ cos 60 =

𝑃 0,87

1+ 12= 𝟎,𝟓𝟖 𝑷

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