978-0073398167 Chapter 3 Solution Manual Part 2

subject Type Homework Help
subject Pages 17
subject Words 1240
subject Authors David Mazurek, E. Johnston, Ferdinand Beer, John DeWolf

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page-pf1
PROBLEM 3.11
Rod AB is held in place by the cord AC. Knowing that the tension in
the cord is 1350 N and that c = 360 mm, determine the moment about
B of the force exerted by the cord at point A by resolving that force
into horizontal and vertical components applied (a) at point A, (b) at
point C.
page-pf2
PROBLEM 3.12
Rod AB is held in place by the cord AC. Knowing that c = 840 mm
and that the moment about B of the force exerted by the cord at point
A is 756 N∙m, determine the tension in the cord.
SOLUTION
Free-Body Diagram of Rod AB:
22
(756 N m ) (450) (1080) 1170 mm
BAC=−⋅ = + =Mk
450 1080
cos sin
1170 1170
αα
= =
cos sin
450 1080
1170 1170
FF
FF
αα
=
= +
F i+ j
ij
F
/(0.45 m) (0.24 m)
AB =−−r ij
/
( 0.45 0.24 ) (450 1080 )1170
B AB
F
= ×=− × +Mr F i j i j
F F F
( 486 108 )1170
F
=−+kk
378
1170 F

= −


k
Substituting for
:
B
M
378
756 1170 F−=
2340 NF=
consent of McGraw-Hill Education.
page-pf3
PROBLEM 3.13
Determine the moment about the origin O of the force F = 4i 3j + 5k that acts at a Point A. Assume that the
position vector of A is (a) r = 2i + 3j 4k, (b) r = 8i + 6j 10k, (c) r = 8i 6j + 5k.
SOLUTION
O
= ×M rF
(a)
23 4
4 35
O
= −
ijk
M
(15 12) ( 16 10) ( 6 12)= +− − +−−i jk
3 26 18
O
=−−
M i jk
(b)
8 6 10
4 35
O
=−−
ijk
M
(30 30) ( 40 40) (24 24)= +− + + i jk
0
O
=M
(c)
8 65
4 35
O= −
i jk
M
( 30 15) (20 40) ( 24 24)=−+ + − +−+ij k
15 20
O=−−M ij
determinant are proportional.
consent of McGraw-Hill Education.
page-pf4
PROBLEM 3.14
Determine the moment about the origin O of the force F = 2i + 3j 4k that acts at a Point A. Assume that the
position vector of A is (a) r = 3i 6j + 5k, (b) r = i 4j 2k, (c) r = 4i + 6j 8k.
SOLUTION
O
= ×M rF
(a)
3 65
23 4
O
= −
ijk
M
(24 15) (10 12) (9 12)= + + ++i jk
9 22 21
O=++M i jk
(b)
142
23 4
O
= −−
ijk
M
(16 6) ( 4 4) (3 8)= + +−+ + +i jk
22 11
O
= +
M ik
(c)
46 8
23 4
O
= −
ijk
M
( 24 24) ( 16 16) (12 12)=−+ +−+ + −i jk
0
O=M
determinant are proportional.
consent of McGraw-Hill Education.
page-pf5
PROBLEM 3.15
A 6-ft-long fishing rod AB is securely anchored in the sand of a beach. After a fish takes the bait, the
resulting force in the line is 6 lb. Determine the moment about A of the force exerted by the line at B.
SOLUTION
We have
(6 lb)cos 8 5.9416 lb
xz
T= °=
Then
sin 30 2.9708 lb
sin 8 0.83504 lb
cos 30 5.1456 lb
x xz
y BC
z xz
TT
TT
TT
= °=
= °=−
= °=−
Now
/A B A BC
= ×Mr T
where
/
(6sin 45 ) (6cos 45 )
6 ft ()
2
BA
= °− °
= −
r jk
jk
Then
or (28.5 N) (106.3 N)=−+F jk
or
(25.4 lb ft) (12.60 lb ft) (12.60 lb ft)
A
=−⋅−⋅−⋅M ijk
consent of McGraw-Hill Education.
page-pf6
PROBLEM 3.16
The wire AE is stretched between the corners A and E of a
bent plate. Knowing that the tension in the wire is 435 N,
determine the moment about O of the force exerted by the
wire (a) on corner A, (b) on corner E.
SOLUTION
2 22
(0.21 m) (0.16 m) (0.12 m)
(0.21 m) ( 0.16 m) (0.12 m) 0.29 m
AE
AE
=−+
= +− + =
ijk

(a)
0.21 0.16 0.12
(435 N) 0.29
(315 N) (240 N) (180 N)
A A AE
AE
FF
AE
= =
−+
=
=−+
F
ijk
i jk

λ
/
(0.09 m) (0.16 m)
AO
=−+r ij
0.09 0.16 0
315 240 180
O
= −
i jk
M
28.8 16.20 (21.6 50.4)=+ +−ij k
(28.8 N m) (16.20 N m) (28.8 N m)
O
= ⋅+ ⋅− ⋅M i jk
(b)
(315 N) (240 N) (180 N)
EA
=−=− + FF i j k
/
(0.12 m) (0.12 m)
EO
= +
r ik
0.12 0 0.12
315 240 180
O=
−−
i jk
M
28.8 ( 37.8 21.6) 28.8= +− + +i jk
(28.8 N m) (16.20 N m) (28.8 N m)
O
=− ⋅− ⋅+ M i jk
consent of McGraw-Hill Education.
page-pf7
PROBLEM 3.17
The 12-ft boom AB has a fixed end A. A steel cable is stretched from
the free end B of the boom to a point C located on the vertical wall. If
the tension in the cable is 380 lb, determine the moment about A of the
force exerted by the cable at B.
SOLUTION
First note
2 22
( 12) (4.8) ( 8)
15.2 ft
BC
d= − + +−
=
Then
380 lb ( 12 4.8 8 )
15.2
BC = −+ −T i jk
We have
/
A B A BC
= ×
Mr T
where
/
(12 ft)
BA
=ri
Then
380 lb
(12 ft) ( 12 4.8 8 )
15.2
A
= × −+ −M i i jk
or
(2400 lb ft) (1440 lb ft)
A
= ⋅+ ⋅
M jk
consent of McGraw-Hill Education.
page-pf8
PROBLEM 3.18
A wooden board AB, which is used as a temporary prop to support
a small roof, exerts at Point A of the roof a 57-lb force directed
along BA. Determine the moment about C of that force.
SOLUTION
We have
/C A C BA
= ×Mr F
where
/(48 in.) (6 in.) (36 in.)
AC = −+r ij k
and
222
(5 in.) (90 in.) (30 in.) (57 lb)
(5) (90) (30) in.
(3 lb) (54 lb) (18 lb)
BA BA BA
F=

−+ −

=
++

=−+ −
Fλ
ijk
i jk
48 6 36 lb in.
3 54 18
(1836 lb in.) (756 lb in.) (2574 lb in.)
C
= ⋅
=− ⋅+ ⋅+
i jk
M
ij
or
(153.0 lb ft) (63.0 lb ft) (215 lb ft)
C
=− ⋅+ ⋅+ ⋅M i jk
consent of McGraw-Hill Education.
page-pf9
PROBLEM 3.19
A 200-N force is applied as shown to the bracket ABC.
Determine the moment of the force about A.
SOLUTION
We have
/A CA C
= ×Mr F
where
/
(0.06 m) (0.075 m)
(200 N)cos 30 (200 N)sin 30
CA
C
= +
=− °+ °
r ij
F jk
Then
200 0.06 0.075 0
0 cos30 sin 30
200[(0.075sin 30 ) (0.06sin 30 ) (0.06cos 30 ) ]
A
=
−° °
= °− °− °
ij k
M
ijk
or
(7.50 N m) (6.00 N m) (10.39 N m)
A
= ⋅− ⋅− M ij k
consent of McGraw-Hill Education.
page-pfa
PROBLEM 3.20
A small boat hangs from two davits, one of which is shown in the
figure. The tension in line ABAD is 82 lb. Determine the moment
about C of the resultant force RA exerted on the davit at A.
SOLUTION
We have
2
A AB AD
= +R FF
where
(82 lb)
AB
= −Fj
and
6 7.75 3
(82 lb) 10.25
(48 lb) (62 lb) (24 lb)
AD AD
AD
AD
AD
−−
= =
=−−
i jk
FF
F ijk
FFF
Thus
2 (48 lb) (226 lb) (24 lb)
A AB AD
= += R FF i j k
Also
Using Eq. (3.21):
0 7.75 3
48 226 24
(492 lb ft) (144.0 lb ft) (372 lb ft)
C
=
−−
= ⋅+ ⋅− ⋅
ijk
M
i jk
(492 lb ft) (144.0 lb ft) (372 lb ft)
C
= ⋅+ ⋅− ⋅
M i jk
consent of McGraw-Hill Education.
PROBLEM 3.12
Rod AB is held in place by the cord AC. Knowing that c = 840 mm
and that the moment about B of the force exerted by the cord at point
A is 756 N∙m, determine the tension in the cord.
SOLUTION
Free-Body Diagram of Rod AB:
22
(756 N m ) (450) (1080) 1170 mm
BAC=−⋅ = + =Mk
450 1080
cos sin
1170 1170
αα
= =
cos sin
450 1080
1170 1170
FF
FF
αα
=
= +
F i+ j
ij
F
/(0.45 m) (0.24 m)
AB =−−r ij
/
( 0.45 0.24 ) (450 1080 )1170
B AB
F
= ×=− × +Mr F i j i j
F F F
( 486 108 )1170
F
=−+kk
378
1170 F

= −


k
Substituting for
:
B
M
378
756 1170 F−=
2340 NF=
consent of McGraw-Hill Education.
PROBLEM 3.13
Determine the moment about the origin O of the force F = 4i 3j + 5k that acts at a Point A. Assume that the
position vector of A is (a) r = 2i + 3j 4k, (b) r = 8i + 6j 10k, (c) r = 8i 6j + 5k.
SOLUTION
O
= ×M rF
(a)
23 4
4 35
O
= −
ijk
M
(15 12) ( 16 10) ( 6 12)= +− − +−−i jk
3 26 18
O
=−−
M i jk
(b)
8 6 10
4 35
O
=−−
ijk
M
(30 30) ( 40 40) (24 24)= +− + + i jk
0
O
=M
(c)
8 65
4 35
O= −
i jk
M
( 30 15) (20 40) ( 24 24)=−+ + − +−+ij k
15 20
O=−−M ij
determinant are proportional.
consent of McGraw-Hill Education.
PROBLEM 3.14
Determine the moment about the origin O of the force F = 2i + 3j 4k that acts at a Point A. Assume that the
position vector of A is (a) r = 3i 6j + 5k, (b) r = i 4j 2k, (c) r = 4i + 6j 8k.
SOLUTION
O
= ×M rF
(a)
3 65
23 4
O
= −
ijk
M
(24 15) (10 12) (9 12)= + + ++i jk
9 22 21
O=++M i jk
(b)
142
23 4
O
= −−
ijk
M
(16 6) ( 4 4) (3 8)= + +−+ + +i jk
22 11
O
= +
M ik
(c)
46 8
23 4
O
= −
ijk
M
( 24 24) ( 16 16) (12 12)=−+ +−+ + −i jk
0
O=M
determinant are proportional.
consent of McGraw-Hill Education.
PROBLEM 3.15
A 6-ft-long fishing rod AB is securely anchored in the sand of a beach. After a fish takes the bait, the
resulting force in the line is 6 lb. Determine the moment about A of the force exerted by the line at B.
SOLUTION
We have
(6 lb)cos 8 5.9416 lb
xz
T= °=
Then
sin 30 2.9708 lb
sin 8 0.83504 lb
cos 30 5.1456 lb
x xz
y BC
z xz
TT
TT
TT
= °=
= °=−
= °=−
Now
/A B A BC
= ×Mr T
where
/
(6sin 45 ) (6cos 45 )
6 ft ()
2
BA
= °− °
= −
r jk
jk
Then
or (28.5 N) (106.3 N)=−+F jk
or
(25.4 lb ft) (12.60 lb ft) (12.60 lb ft)
A
=−⋅−⋅−⋅M ijk
consent of McGraw-Hill Education.
PROBLEM 3.16
The wire AE is stretched between the corners A and E of a
bent plate. Knowing that the tension in the wire is 435 N,
determine the moment about O of the force exerted by the
wire (a) on corner A, (b) on corner E.
SOLUTION
2 22
(0.21 m) (0.16 m) (0.12 m)
(0.21 m) ( 0.16 m) (0.12 m) 0.29 m
AE
AE
=−+
= +− + =
ijk

(a)
0.21 0.16 0.12
(435 N) 0.29
(315 N) (240 N) (180 N)
A A AE
AE
FF
AE
= =
−+
=
=−+
F
ijk
i jk

λ
/
(0.09 m) (0.16 m)
AO
=−+r ij
0.09 0.16 0
315 240 180
O
= −
i jk
M
28.8 16.20 (21.6 50.4)=+ +−ij k
(28.8 N m) (16.20 N m) (28.8 N m)
O
= ⋅+ ⋅− ⋅M i jk
(b)
(315 N) (240 N) (180 N)
EA
=−=− + FF i j k
/
(0.12 m) (0.12 m)
EO
= +
r ik
0.12 0 0.12
315 240 180
O=
−−
i jk
M
28.8 ( 37.8 21.6) 28.8= +− + +i jk
(28.8 N m) (16.20 N m) (28.8 N m)
O
=− ⋅− ⋅+ M i jk
consent of McGraw-Hill Education.
PROBLEM 3.17
The 12-ft boom AB has a fixed end A. A steel cable is stretched from
the free end B of the boom to a point C located on the vertical wall. If
the tension in the cable is 380 lb, determine the moment about A of the
force exerted by the cable at B.
SOLUTION
First note
2 22
( 12) (4.8) ( 8)
15.2 ft
BC
d= − + +−
=
Then
380 lb ( 12 4.8 8 )
15.2
BC = −+ −T i jk
We have
/
A B A BC
= ×
Mr T
where
/
(12 ft)
BA
=ri
Then
380 lb
(12 ft) ( 12 4.8 8 )
15.2
A
= × −+ −M i i jk
or
(2400 lb ft) (1440 lb ft)
A
= ⋅+ ⋅
M jk
consent of McGraw-Hill Education.
PROBLEM 3.18
A wooden board AB, which is used as a temporary prop to support
a small roof, exerts at Point A of the roof a 57-lb force directed
along BA. Determine the moment about C of that force.
SOLUTION
We have
/C A C BA
= ×Mr F
where
/(48 in.) (6 in.) (36 in.)
AC = −+r ij k
and
222
(5 in.) (90 in.) (30 in.) (57 lb)
(5) (90) (30) in.
(3 lb) (54 lb) (18 lb)
BA BA BA
F=

−+ −

=
++

=−+ −
Fλ
ijk
i jk
48 6 36 lb in.
3 54 18
(1836 lb in.) (756 lb in.) (2574 lb in.)
C
= ⋅
=− ⋅+ ⋅+
i jk
M
ij
or
(153.0 lb ft) (63.0 lb ft) (215 lb ft)
C
=− ⋅+ ⋅+ ⋅M i jk
consent of McGraw-Hill Education.
PROBLEM 3.19
A 200-N force is applied as shown to the bracket ABC.
Determine the moment of the force about A.
SOLUTION
We have
/A CA C
= ×Mr F
where
/
(0.06 m) (0.075 m)
(200 N)cos 30 (200 N)sin 30
CA
C
= +
=− °+ °
r ij
F jk
Then
200 0.06 0.075 0
0 cos30 sin 30
200[(0.075sin 30 ) (0.06sin 30 ) (0.06cos 30 ) ]
A
=
−° °
= °− °− °
ij k
M
ijk
or
(7.50 N m) (6.00 N m) (10.39 N m)
A
= ⋅− ⋅− M ij k
consent of McGraw-Hill Education.
PROBLEM 3.20
A small boat hangs from two davits, one of which is shown in the
figure. The tension in line ABAD is 82 lb. Determine the moment
about C of the resultant force RA exerted on the davit at A.
SOLUTION
We have
2
A AB AD
= +R FF
where
(82 lb)
AB
= −Fj
and
6 7.75 3
(82 lb) 10.25
(48 lb) (62 lb) (24 lb)
AD AD
AD
AD
AD
−−
= =
=−−
i jk
FF
F ijk
FFF
Thus
2 (48 lb) (226 lb) (24 lb)
A AB AD
= += R FF i j k
Also
Using Eq. (3.21):
0 7.75 3
48 226 24
(492 lb ft) (144.0 lb ft) (372 lb ft)
C
=
−−
= ⋅+ ⋅− ⋅
ijk
M
i jk
(492 lb ft) (144.0 lb ft) (372 lb ft)
C
= ⋅+ ⋅− ⋅
M i jk
consent of McGraw-Hill Education.

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