1. The toggle pliers are used for a variety of clamping...
Transcript of 1. The toggle pliers are used for a variety of clamping...
1. The toggle pliers are used for a variety of clamping purposes. For the handle
position given by a=10o and for a handle grip P=150 N, calculate the clamping
force C produced. Note that pins A and D are symmetric about the horizontal
centerline of the tool.
FBD of Upper Handle
FBD of Lower Handle
P=150 N
P=150 N
Ay
By
By
Dy
Symmetry axis
NA
A
M
y
y
B
46.4103
010sin2010sin2010cos100150
0
10o
FBD of Upper Jaw
Ay
Oy
C
NCC
MO
82.13670602046.4103
0
+
Mechanical Advantage:
+
12.9150
82.1367
B
2. The elements of a rear suspension for a front-wheel-drive car are shown in
the figure. Determine the magnitude of the force at each joint if the normal
force F exerted on the tire has a magnitude of 3600 N.
Two-force member: CD
FCD
Bx
By
a
x
y
09.12280
60tan 1
a
NF
FF
M
CD
CDCD
B
1898
0)70(sin)305(cos)165(3600
0
aa
NB 441040001856 22
FBD of CD FCD
FCD
FBD of Wheel + BC
NBFBF
NBFBF
yCDyy
xCDxx
400003600sin0
18560cos0
a
a
C
D
+
NF
F
M
EF
EF
A
5920
0)350(4000)260(sin
0
Bx
By
30.65200
435tan 1
FEF
Ax
Ay
FBD of member AEBx
y
NAFAF
NAFAF
yEFyy
xEFxx
138404000sin0
433001856cos0
NA 455013844330 22
+
3. Calculate the x- and y-components of all forces acting on each member of the
loaded frame.
4. The motion of the backhoe bucket is controlled by the hydraulic cylinders AB, DE, and FI.
Determine the forces exerted by pin C and cylinders AB and IF in supporting the 7.5 kN load shown.
5. The device shown is an overload prevention mechanism. When the force acting on the
smooth peg at D reaches 1 kN, the peg will be sheared, allowing the jaws at C to open and
thereby releasing the eye-bolt. Determine the maximum value of the tension P that can be
applied without causing the eye-bolt to be released. Neglect friction.
6. The design of a hoisting
mechanism for the dump truck
is shown in the enlarged view.
Determine the compression P in
the hydraulic cylinder BE and
the magnitude of the force
supported by the pin at A for the
particular position shown,
where BA is perpendicular to
OAE and link DC is
perpendicular to AC. The dump
and its load together have a
mass of 9 Mg with center of
mass at G.
FCD
W=9000(9.81) N
Ox
Oy
Two-force members : DC and BEFBD of Dump
kNNF
FF
M
CD
CDCD
O
797.78856.78796
02225.69cos7475.69sin9605.24sin81.9900012005.24cos81.99000
0
+
69.5o
Two-force members : DC and BEFBD of ABC
kNFFFM BEBECDA 865.1140300312
1223000
22
+
FCD
69.524.5=45o
Ax
Ay
123
FBE300 mm
300 mm
kNAAFFF xxBECDx 717.550312
1245cos0
22
kNAAFFF yyBECDy 859.270312
345sin0
22
7. Determine the horizontal and vertical components of force that the pins at A, B,
and D exert on the A-frame.
1200 N
0.5 m 0.5 m 0.5 m 0.5 m
1 m
1 m
0.75 m
0.25 m
A E
B D
C
1600 N
o87.36
1200 N
0.5 m 0.5 m 0.5 m 0.5 m
1 m
1 m
0.75 m
0.25 m
A E
B D
C
1600 N
1200 N
FBD of Entire Frame
Ay
Ax o87.36
N
NA
NA
F
x
x
x
1500
0sin1200
0
NA
NA
F
y
y
y
800
0cos16001200
0
NN
N
M A
4500
02cos25.2160075.0120025.21200
0
+
Ay
38005.0
05.0112
0
yx
yxyx
C
BB
BBAA
M
FBD of ABC
Ay=800 N
Ax=1500 N
FBD of BD
Bx
By
Cy1
Cx1
A
B
C
B DBx
By
Dx
Dy
1600 N
1
+
2
NB
BM
y
yD
1200
0175.016000
+
3
ND
DBF
y
yyy
2800
016000
1 → NBx 3200
4
NBD
DBF
xx
xxx
3200
00
8. A basketball hoop whose rim
height is adjustable is shown. The
supporting post ABCD weighs 400 N
with the center of gravity at point C,
and backboard-hoop assembly
weighs 220 N with the center of
gravity at point G. The height of the
rim is adjustable by means of the
screw and hand crank IJ, where the
screw is vertical. If a person with
800 N weight hangs on the rim,
determine the support reactions at
D and the forces supported by all
members.
Hint: Member IJ is a two-force
member.
800 N24
7
220 N
400 N
Dy
MD
800 N
24
7
224 N
768 N
FBD of Entire Structure
ND
DF
x
xx
224
02240
x
y
ND
D
F
y
y
y
1388
0768220400
0
mNM
M
M
D
D
D
2.1867
035.1768322472.0220
0
+
Dx
Dx
Two-force members : IJ and AE
NF
F
M
AE
AE
F
19.1607
0)75.0(768)12.0(22048.0cos
0
220 N
800 N
24 7
224 N
768 N
Fx
Fy
FAE
FBD of member EFH
(backboard-hoop assembly)
E
A
0.6 m
0.4
8 m
38.66o
NF
FF
F
x
xAE
x
1031
0224cos
0
19.1607
F
+
NF
FF
F
y
yAE
y
1992
0768220sin
0
NF 2243)1992()1031( 22
FAE
FIJ
FIJ
NF
FFFM
IJ
yxIJB
4669
0)60.0()48.0(15.00
FBD of member IBF
FxF
B
I
Fy
Bx
By
FIJ
NB
NBFBFF
NFBFBF
yyyIJy
xxxxx
6740)6661()1031(
666100
103100
22
+
IJ: Two-force member
9. The mechanism in the figure is used to raise the bucket of a bulldozer. The bucket and its contents
weigh 10 kN and have a center of gravity at H. Arm ABCD has a weight of 2 kN and a center of gravity
at B, arm DEFG has a weight of 1 kN and a center of gravity at E. The weights of the hydraulic cylinders
can be neglected. Determine the forces in the hydraulic cylinders CJ, BF and EI and also determine all
the forces acting at arm DEFG.
Two-force members: CJ, BF, EI.
FBD of bucket
FEI
Gx
Gy
10 kN
kNGGF
kN.GFGF
kN.Fcos.F.M
yyy
xEIxx
EIEIG
100100
88200
8820302130100
FBD of hydraulic cylinder EI
FEIFEI IE
+
E
FBD of DEFG
kNF
GGFFF
M
BF
yxBFBFEI
D
42.10
030sin8.130cos8.130sin2.171cos30cos2.171sin30sin6.0130cos6.0
0
1088.288.2
30o
GxGy
1 kN
FEI
Dx
Dy
FBF
30o 30o
19o
G
F
E
D
D
B
F
oo ,sin
.
sin
.
sin
.
m.BFcos....BF
794160
5918121
59160218122181 222
aa
a
+
kNDFDGF
kNDFFDGF
yBFyyy
xEIBFxxx
61.7019sin10
85.9019cos0
FBD of entire system
kNF
F
M
CJ
CJ
A
18
030sin9.0230sin7.230sin6.0130sin7.230sin8.13.01060sin8.1
0
Ax
10 kN
P=FCJ
Ay
1 kN
2 kN
+
kNAAF
kNAAFF
yyy
xxCJx
13010120
1800
10. The figure shows a special rig
designed to erect vertical sections of a
construction tower. The assembly A has
a weight of 15 kN and is elevated by the
platform B, which itself has a weight of
20 kN. The platform is guided up the
fixed vertical column by rollers and is
activated by the hydraulic cylinder CD
and links EDF and FH. For the
particular position shown, calculate the
force exerted by the hydraulic cylinder
at D and the magnitude of the force
supported by the pin at E.
15 kN
20 kN
15 kN
20 kN
FBD of HF
FHF
Two-force members: CD, HF.
(FHF)y=35 kN
(FHF)x
1.25 m
3 m
a
kN.F.F
.
FHFH
o
91637253
335
61922
a
FHF
E
FBD of EDF
1 m
3 m
kN.F,. FHo 9163761922 a
Ey
Ex
FHF
a
FCD
0.7
5 m
D
C
o..
sin 4318163
1
kN.EcosFcosFEF
kN.EsinFsinFEF
kN.F.sinFcosF.sinFcosF
M
yCDFHyy
xCDFHxx
CDFHFHCDCD
E
742200
833300
8760025237501
0
a
a
aa
+
11. The elements of a stump grinder with a total mass (exclusive of the hydraulic cylinder DF and arm
CE) of 300 kg with mass center at G are shown in the figure. The mechanism for articulation about a
vertical axis is omitted, and the wheels at B are free to turn. For the nominal position shown, link CE is
horizontal and the teeth of the cutting wheel are even with the ground. If the magnitude of the force F
exerted by the cutter on the stump is 400 N, determine the force P in the hydraulic cylinder and the
magnitude of the force supported by the pin at C.
FBD of entire machine
Two-force member: DF.
Ey
Ex
By F
20o
N.EsinF.BEF
N.EcosFEF
N.B...B.sinF.cosF
M
yyyy
xxx
yy
E
597150208193000
873750200
7835210052819300551252206020
0
400400
FBD of EDC
Ey
Ex
PD
N.CsinPCEF
N.CcosPECF
N.P.sinP.cosP.EM
y.
y
.
yy
x..
xxx
.
yC
0516300
15274800
5431720901503510
54317259715
54317287375
59715
a
a
aa
E C
Cy
Cx
a
D
F
a
1300 mm
23
0 m
m
o.tan 03101300
230 aa
12. If the forces shown in the figure are applied to the digger at point G, find the forces in
the hydraulic cylinders HB and CD.
(1) FBD of entire digger
Ay
Ax
FHB
kN.Fcos.sinFsin.cosF.
M
kN.F.sinF.cosF.
M
CDCDCD
K
HBHBHB
A
492407025015702501531325
0
423208135123590355
0
(1)
(2)
(2) FBD of bucket+FK+EC+CD+CJ
Kx
Ky
FCD
15o