Mechanical Engineering Chapter 3 Homework Tab Lb Referring The Fbd Shown Fig

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page-pf1
161
3–1.
SOLUTION
0.3420F2-0.8660F1=1.7
The members of a truss are pin connected at joint O.
Determine the magnitudes of and for equilibrium.
Set .u=60°
F2
F1
u
F2
70fi
30fi
5 kN
y
x
O
3
5
Ans:
page-pf2
162
3–2.
SOLUTION
:
+©Fx=0; 6 sin 70° +F1cos u-5 cos 30° -4
The members of a truss are pin connected at joint O.
Determine the magnitude of and its angle for
equilibrium. Set .F
2=6kN
uF1
u
F1
F2
70fi
30fi
7 kN
5 kN
4
y
x
O
3
5
page-pf3
Ans:
u=82.2°
3–3.
Determine the magnitude and direction
u
of F so that the
particle is in equilibrium.
y
5 kN
8 kN
4 kN
x
60fi
30fi
u
SOLUTION
Equations of Equilibrium. Referring to the FBD shown in Fig. a,
F sin u+5-4 cos 60°-8 cos 30°=0
page-pf4
164
*3–4.
The bearing consists of rollers, symmetrically confined
within the housing.The bottom one is subjected to a 125-N
force at its contact Adue to the load on the shaft.
Determine the normal reactions NBand NCon the bearing
at its contact points Band Cfor equilibrium.
SOLUTION
+c©Fy=0; 125 -NCcos 40° =0
B
C
40°
N
B
N
C
page-pf5
3–5.
SOLUTION
:
+©F
x=0; Tcos 53.13° -Fa4
f=90° -tan-1a3
4b=53.13°
The members of a truss are connected to the gusset plate.If
the forces are concurrent at point O, determine the
magnitudes of Fand Tfor equilibrium. Take .u=90°
Ans:
T=7.20
kN
page-pf6
3–6.
SOLUTION
(1)
:
+©F
x=0; Tcos f-8a4
5b=0
The gusset plate is subjected to the forces of three members.
Determine the tension force in member Cand its angle for
equilibrium. The forces are concurrent at point O.Take
.F=8kN
u
Ans:
T=7.66
kN
page-pf7
167
3–7.
SOLUTION
+R©Fx¿=0; 60 cos 10° -T-Tcos u=0
The man attempts to pull down the tree using the cable and
small pulley arrangement shown. If the tension in AB is
60 lb, determine the tension in cable CAD and the angle
which the cable makes at the pulley.
u
20°
θ
B
A
C
D
30°
Ans:
page-pf8
168
168
Ans:
SOLUTION
Equations of Equilibrium. Assume that for equilibrium, the tension along the
length of rope ABC is constant. Assuming that the tension in cable BD reaches the
limit first. Then,
TBD =100 lb.
Referring to the FBD shown in Fig. a,
S
+
Σ
F
x=0;
W
a5
13
b
-100 cos u=0
Realizing that tan u=
sin
u
cos u
,
*3–8.
The cords ABC and BD can each support a maximum load
of 100 lb. Determine the maximum weight of the crate, and
the angle
u
for equilibrium.
12
5
13
B
A
C
D
u
page-pf9
3–9.
Determine the maximum force F that can be supported in
the position shown if each chain can support a maximum
tension of 600 lb before it fails.
C
A
B
45
3
30fi
F
SOLUTION
Equations of Equilibrium. Referring to the FBD shown in Fig. a,
+
c
ΣF
y=
0;
TAB
a4
5b
-F sin 30°=0
TAB =0.625 F
page-pfa
170
3–10.
The block has a weight of 20 lb and is being hoisted at
uniform velocity. Determine the angle
u
for equilibrium and
the force in cord AB.B
F
20fiA
C
D
u
SOLUTION
Equations of Equilibrium. Assume that for equilibrium, the tension along the
length of cord CAD is constant. Thus,
F=20 lb.
Referring to the FBD shown in
Fig. a,
S
+
ΣFx=0;
20 sin
u
-TAB sin 20°=0
page-pfb
171
Ans:
SOLUTION
Equations of Equilibrium. Assume that for equilibrium, the tension along the
length of cord CAD is constant. Thus, F
=
W. Assuming that the tension in cord
AB reaches the limit first, then
TAB =80 lb
. Referring to the FBD shown in Fig. a,
Equating Eqs (1) and (2),
Substitute this result into Eq (1)
3–11.
Determine the maximum weight W of the block that can be
suspended in the position shown if cords AB and CAD can
each support a maximum tension of 80 lb. Also, what is the
angle
u
for equilibrium?
B
F
20fiA
C
D
u
page-pfc
172
*3–12.
SOLUTION
Equations of Equilibrium:
FAC cos u-FAB cos u=0FAC =FAB =F:
+©Fx=0;
The lift sling is used to hoist a container having a mass of
500 kg.Determine the force in each of the cables AB and
AC as a function of If the maximum tension allowed in
each cable is 5 kN,determine the shortest lengths of cables
AB and AC that can be used for the lift. The center of
gravity of the container is located at G.
u.A
CB
1.5 m 1.5 m
F
θθ
page-pfd
3–13.
A nuclear-reactor vessel has a weight of 500
(
10
3
)
lb.
Determine the horizontal compressive force that the
spreader bar AB exerts on point A and the force that each
cable segment CA and AD exert on this point while the
vessel is hoisted upward at constant velocity.
SOLUTION
At point C :
FCB cos 30°-FCA cos 30°=0
FCB =FCA
AB
C
DE
30fi30fi
page-pfe
174
3–14.
Determine the stretch in each spring for equlibrium of the
2-kg block. The springs are shown in the equilibrium
position.
SOLUTION
Ans.
xAD =0.4905mF
AD =2(9.81) =xAD(40)
3 m
3
m4
m
kAB fi 30 N/m
kAC fi 20 N/m
CB
A
Ans:
page-pff
175
3–15.
The unstretched length of spring AB is 3 m. If the block is
held in the equilibrium position shown, determine the mass
of the block at D.
3m
3m 4 m
k
AC
20 N/m
k
AB
30 N/m
CB
A
SOLUTION
F=kx =30(5 -3) =60 N
Ans:
page-pf10
*3–16.
Determine the mass of each of the two cylinders if they
cause a sag of when suspended from the rings at
Aand B.Note that when the cylinders are removed.s=0
s=0.5 m
1m 2 m2m
1.5m
s
BA
CD
k100 N/mk100 N/m
SOLUTION
Ans:
page-pf11
3–17.
Determine the stiffness kT of the single spring such that the
force F will stretch it by the same amount s as the force F
stretches the two springs. Express kT in terms of stiffness k1
and k2 of the two springs.
SOLUTION
F=ks
s
Unstretched
position
k1
s
k2
kT
F
F
page-pf12
SOLUTION
Equations of Equilibrium. Referring to the FBD shown in Fig. a,
S
+
Σ
F
x=0;
TBD
a3
113 b
-TCD
a1
12b
=0 (1)
3–18.
If the spring DB has an unstretched length of 2 m, determine
the stiffness of the spring to hold the 40-kg crate in the
position shown.
2 m
2
m3
m
k
CB
A
D
page-pf13
179
179
Ans:
SOLUTION
Equations of Equilibrium. Referring to the FBD shown in Fig. a,
F
TBD
a3
113 b
-TCD
a1
12b
=0 (1)
Solving Eqs (1) and (2)
TBD =282.96 N
TCD =332.96 N
The stretched length of the spring is
3–19.
Determine the unstretched length of DB to hold the 40-kg
crate in the position shown. Take k = 180 N
>
m.
2 m
2
m3
m
k
CB
A
D
page-pf14
*3–20.
Avertical force is applied to the ends of the 2-ft
cord AB and spring AC.If the spring has an unstretched
length of 2 ft,determine the angle for equilibrium. Take
k=15 lb>ft.
u
P=10 lb
SOLUTION
(1)
(2)
From Eq. (1):
From Eq.(2):
T=F
sacos f
cos ub
+c©F
y=0; Tsin u+F
ssin f-10 =0
:
+©Fx=0; Fscos f-Tcos u=0
2 ft
k
2 ft
A
BC
u
Ans:

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