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1. Determine the tension in cables BD and CD and the x, y, z components of reaction at theball-and-socket joint at A.
“Ball-and-socket joint”
Reactions at A:
SOLUTION
kAjAiAR zyxA
FBD of Plate
Az
Ay
Ax
TBD
TCD
kjiTT BDBD
8571.04286.02857.0
kjiTT CDCD
8571.04286.02857.0
kF
3002
kAjAiAR zyxA
FBD of Plate
Az
Ay
Ax
TBD
TCD
kjiTT BDBD
8571.04286.02857.0
kjiTT CDCD
8571.04286.02857.0
kF
300
0300
8571.04286.02857.05.15.1
8571.04286.02857.05.15.1
0
ki
kjiTji
kjiTji
M
BD
CD
A
0300
2856.14286.02856.16429.0
2856.14286.02856.16429.0
j
iTkTjTkT
iTkTjTkT
BDBDBDBD
CDCDCDCD
04286.06429.04286.06429.0
03002856.12856.1
02856.12856.1
BDBDCDCD
BDCD
BDCD
TTTTk
TTj
TTi
NTT BDCD 677.116
NATTAF xCDBDxx 68.6602857.02857.00
004286.04286.00 yCDBDyy ATTAF
NATTAF zCDBDzz 10003008571.08571.00 3
2. The uniform 48 N plate is welded to the vertical shaft AB of negligible
weight. The assembly is supported by a radial bearing at A and a thrust
bearing at B. Determine the force cable CD and the reactions at A and B.
4
FBD of Plate
Ay
radial bearing
thrust bearing
Ax
By
Bz
Bz
𝑾
𝑻
Reactions at A: jAiAR yxA
Reactions at B: kBjBiBR zyxB
C (0, 4.8, 1.8)D (3.6, 0, 0)
kjiTT
kjiTT
288.0767.0575.0
8.18.46.3
8.18.46.3
222
0288.0767.0575.06.3
608.43.5
484.255.3
1.6
0
kjiTi
ijk
kjk
jAiAk
M
yx
B
076.2288
00368.13181.6
02.1151.6
00368.176.22883182.1151.61.6
Tk
TAj
Ai
jTkTkjiiAjA
x
y
yx
NT
NA
NA
y
x
348.104
88.18
395.34
5
Reactions at A: jAiAR yxA
Reactions at B: kBjBiBR zyxB
kjiTkji
TT
288.0767.0575.08.18.46.3
8.18.46.3
222
0288.0480
0767.00
0575.0600
TBF
TBAF
TBAF
zz
yyy
xxx
NT
NA
NA
y
x
348.104
88.18
395.34
NB
NB
NB
z
y
x
05.78
915.98
395.34
6
3. Structure ABCD is supported by a collar at D that can rotate and slide along bar EF which is
fixed and is frictionless. Structure ABCD makes contact with smooth surfaces at A and C
where normal direction to the surface at A lies in a plane that is parallel to the xy plane.
Force P is parallel to the y axis. If P=10 kN, determine the reactions at A, C and D. Note that
collar D acts like a wide radial bearing.
n
7
4. The lever AB is welded to the bent rod BCD which is supported by bearing E and cable DG. Assuming
that the bearing can exert an axial thrust and couples about axes parallel to the x and z axes, determine the
tension in cable DG and the reaction at E under the action of the 220 N force. The mass of ABCD is
neglected.
220 N
240 mm
60 mm
250 mm
225 mm
160 mm
120 mm
GD
C
E
B
y
z
x
A
Reactions at E
(Single thrust bearing) :
kEjEiER zyxE
kjTT
kjTT
iF
88.047.0
225120
225120
220
22
kMiMM EzExE
kEjEiER zyxE
kjTTiF
88.047.0220 kMiMM EzExE
088.047.019016022024060 kMiMkjTjiikjM EzExE
065.167 ExMTi
018.14152800 Tj
029.7513200 EzMTk
T=374 NMEx=62701.1 N.mmMEz=14958.46 N.mm
065.16718.14129.755280013200 kMiMiTjTkTjkM EzExE
2
NE
EF
NE
EF
NE
EF
z
T
zz
y
T
yy
x
xx
12.329
037488.00
78.175
037447.00
220
02200
1
2
220 N
240 mm
60 mm
250 mm
225 mm
160 mm
120 mm
GD
C
E
B
y
z
x
A
5. Turnbuckle T1 is tightened to a tension of 750 N and turnbuckle T2 is tightened to
500 N. Determine the components of the corresponding force and moment reactions
at the built-in support at O. Neglect the weight of the structure.
11
Ox
Mx OyMy
Oz
Mz
𝑻𝟐
𝑻𝟏
mNMmNMmNM
kMjMiM
kijikjji
M
zyx
zyx
O
38.17499.31218.310
0
316.447658.2236.045.0857.642714.3859.08.0
0
kiik
TT
kjjk
TT
316.447658.223006.1
45.09.0
857.642714.38575.1
9.05.1
500
22
750
11
FBD of Pole
12
Ox
Mx OyMy
Oz
Mz
𝑻𝟐
𝑻𝟏
kiT
kjT
316.447658.223
857.642714.385
2
1
0316.447857.6420
0714.3850
0658.2230
zz
yy
xx
OF
OF
OF
NO
NO
NO
z
y
x
173.1090
7145.385
658.223
13
6. Determine the magnitudes of the force R and couple M exerted by the nut and bolt
on the loaded bracket at O to maintain equilibrium.
OxMx
OyMy
Oz
Mz
FBD of Bracket
Answer:
mkNMmkNMmkNM zyx 245.0359.01172.0
kNOkNOkNO zyx 2.1853.0028.1 14
7. A vertical force P on the foot pedal of the bell crank is required to produce a
tension T of 400 N in the vertical control rod. Determine the corresponding bearing
reactions at A and B.
15
Az
AyBz
By
0569.41642.01.02.02.0
040030sin12.030cos12.016.0
2.01.0
2.0
0
ijiPjPjBkB
kkji
kPji
kBjBi
M
zy
zy
A
002.0
9225.42302.0641.0
845.2070569.412.0
yy
zz
BBk
NBBPj
NPPi
NAABF
ABAF
zzzz
yyyy
9225.1830845.2074000
000
9225.423
16
8. Because of friction a very large force T is required to raise the 10 kg body when the cable
is wound around a fixed rough cylinder as shown. For the static equilibrium values shown,
determine all of the reactions at point O. The 0.3 m dimension refers to the point A where
the cable loses contact with the cylinder. Neglect the weight of the fixed cylinder.
17
Ox
Tyz
OyMy Oz
Mz
W=10(9.81) N=0.098 kN
Reactions at O:
y
20o
z
y
x Txy
30o
30o
A
Mx
A
kMjMiMM
kOjOiOR
zyxo
zyxo
[kN]098.0[N]1.9881.910
89.841.2415
20sin30cos20cos30cos30sin
iiiW
kjiT
kTjTiTT
19
Ox
OyMy
Oz
Mz
W=10(9.81) N=0.098 kN
y
x Txy
30o
30o
A
30cos3026 mm
30sin3015mm
Mx
mmkN.MmmkN.MmmkN.M
kMjMiM
k.j.ikjii.jk
M
zyx
zyx
O
7285634121236519394
0
89841241580015260980301100
0
kNOTOF
kNOTOF
kNOTOF
zzzz
yyyy
xxxx
89.800
41.2400
902.140098.00
20
9. The uniform panel door has a mass of 30 kg
and is prevented from opening by the strut C,
which is a light two-force member whose
upper end is secured under the door knob and
whose lower end is attached to a rubber cup
which does not slip on the floor. Of the door
hinges A and B, only B can support force in the
vertical z-direction. Calculate the compression
C in the strut and the horizontal components
of the forces supported by hinges A and B
when a horizontal force P = 200 N is applied
normal to the plane of the door as shown.
21
NjP
NkkW
kBjBiBB
jAiAA
kjFnFF
kjkj
n
zyx
yx
CDHCC
DH
200
3.294)81.9(30
8.06.0
8.06.025.1
75.0
O (0, 0, 0) A (1.2, 0, 1.8) B (1.2, 0, 0.2)
G (0.6, 0, 1) E (0, 0, 2) D (0.2, 0, 1)
H (0.2, 0.75, 0)
jAiAkjki
kjFkikkiM
M
yx
CB
B
6.12008.12.1
8.06.08.03.2948.06.0
0
E
G
W
AxAy
Bx
By
BzFC
D
H
O
P
22
NAAA
NAAFj
NAAFi
NFFk
yxxy
xxC
yyC
CC
06.138
64.89058.1766.18.0
10503606.148.0
40002406.0
22
NBBB
NBFBAF
NBBAF
yxxy
yCyyy
xxxx
47.170
14506.02000
64.8900
22
E
G
W
AxAy
Bx
By
BzFC
D
H
O
P
02406.058.1766.18.03606.148.0 kFjAFiAFM CxCyCB
23
10. The control surface of an aircraft is supported by a thrust bearing at point C and is
actuated by a bar connected to point A. The 1 kN force acts in the negative z direction, and
the line connecting points A and B is parallel to the z axis. Determine the value of force F
needed for equilibrium and all support reactions.
24
F Cx
Cy
Cz
Mx
Mz
F
1 kN
kF,kFjFiFF D
1
15
5
15
2
15
14
kMiMM,kCjCiCR zxCzyxC
Reactions at C:
06.03.015
5
15
2
15
141.02.0
0
kMiMkjikjiFkj
M
zx
C
kNMMFk
mkNMkNFFj
MFFi
kMiMijiFjFiFkF
zz
x
x
zx
6.0015
8.2
343.021.303.015
4.1
06.015
2.0
15
1
06.03.015
2.0
15
4.1
15
1
15
8.2
25
F Cx
Cy
Cz
Mx
Mz
F
1 kN
kF,kFjFiFF D
1
15
5
15
2
15
14
kMiMM,kCjCiCR zxCzyxC
Reactions at C:
kN.CCFF
kN.CCFF
kN.CCFF
zzz
yyy
xxx
0720115
50
4280015
20
9962015
140
26
11. The shaft, lever and handle are welded together and constitute a single rigid
body. Their combined mass is 28 kg with mass center at G. The assembly is
mounted in bearings A and B, and rotation is prevented by link CD. Determine the
forces exerted on the shaft by bearings A and B while the 30 N.m couple is applied
to the handle as shown.
27
Ax
Ay
Bx
By
W
F
C
F
x
y 600 mm
45
0 m
m
jF.iF.F
8060
06.06.03043.604.8236.008.006.0
06.03081.92822.03.08.06.01.06.0
0
iBjBkkjkFiFjF
jBiBkkijkjiFkj
M
yx
yx
A
NBBFj
NBBFi
NFFk
xx
yy
2.11206.04.8206.0
49.3306.008.0
2.251043.9036.0
28
Ax
Ay
Bx
By
W
F
C
F
x
y 600 mm
45
0 m
m
jF.iF.F
8060
NABAFF
NAAFF
yyyy
xxx
46.16708.00
78.1107.2742.1126.00
NB
NB
NF
x
y
2.112
49.33
2.251
29
12. The electric sander has a mass of 3 kg
with mass center at G and is held in a slightly
tilted position (z-axis vertical) so that the
sanding disk makes contact at its top with the
surface being sanded. The sander is gripped
by its handles at B and C. If the normal force
R against the disk is maintained at 20 N and
is due entirely to the force component Bx
(i.e., Cx = 0), and if the friction force F acting
on the disk is 60 percent of R, determine the
components of the couple M which must be
applied to the handle at C to hold the sander
in position. Assume that half of the weight is
supported at C.
30