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________________________________________________________________________
PROBLEMS (12.58 through 12.61) A beam is loaded and supported as shown in Figs. P12.58
through P12.61. Apply Castigliano's theorem to determine the deflection at point C.
SOLUTION (12.58)
A
C
P
2a
x
B
y
a
03
2
M
Pa=
Segment CB
10
M
M=
Segment AC
20
()
M
MPxa=− −
We have: 12
0()
M
PMPx∂∂= ∂=a
Hence,
33
22
0() (2 )
aa
Caa
EIv M x a dx P x ax a dx=− + − +
∫∫
33
22
22
023
aa
aa
xx
M
ax P ax a x=− + + +
33
31 1
[(91)2] [(271)82
]
22 3
Pa Pa++ −+
=− 3
3
Pa
=−
or 3
3
CPa
v
EI
=↑
SOLUTION (12.59)
a
B
x
A
R
A=Q/2
x
RB=2wa+Q/2
a a
C
w
x’
Q
Continued on next slide
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instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other
reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States
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Segment AC
1
11
22
M
x
MQ xQ
==
Let Q=0:
1
1
0
10
aM
Mdx
EI Q
=
Segment CB
2
211
(')' '
22
M
Qa x Qx wx=+
2
1
(')
22
Qax wx
'=−
21('
2
Max
Q
=−
)
Let Q=0:
2
2
20
11'1
'()(')
'
22
a
Mwx
M
dx a x dx
EI Q EI
=− −
∫∫ 4
48
wa
EI
=−
Segment BD
23
31'' 0
2M
xQ
Mw
=− =
Therefore
4
48
i
Ci
Mwa
vM
dx
QEI
==
Continued on next slide
Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or
instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other
reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States
Copyright Act without the permission of the copyright owner is unlawful.
SOLUTION (12.60)
Add force Q at point C as shown
in Fig. (a).
2
02
LM
Ud
EI
=x
0
1L
CUM
M
dx
QEI Q
δ
==
∂∂
Part AC. ,0
M
MPx Q
=− =
Part CB. (), (
22
LM
MPxQx x
Q)
L
=− =− −
Let Q=0:
2
02
11
()(0) ()[( )]
2
LL
CL
L
Px dx Px x dx
EI EI
δ
=− +
∫∫
2332
2
11 1 1
()[()()()(
2 3 32 22 222
L
L
PLP LLL
xxdx L L
EI EI 2
)]
L
=+
=−
3
5
48 PL
EI
=
Q
SOLUTION (12.61)
Segment AC
1
1()
82 2
M
wL Q x
Q
Mx
=+ =
Segment CB
22
23''
()'
82 2 2
M
wL Q wx x
Q
=+− =
Mx
Let Q=0:
2
22
00
3' ''
()
82 8 2 2
LL
CwLx x wLx wx x
EIv dx dx=+
∫∫ '
223
'dx
22
00
3' '
()
16 16 4
LL
wLx wLx wx
wdxw
∫∫
=+ 4
96
wL
=
Continued on next slide
P
C
x
B
Figure (a)
L/
2
L/
2
L/
2
B
A
x
L/
2
C
w
x’
Q
82
Q
wL +382
Q
wL
+
Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or
instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other
reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States
Copyright Act without the permission of the copyright owner is unlawful.
or
4
96
CwL
vEI
=↓
Excerpts from this work may be reproduced by instructors for distribution on a not-for-profit basis for testing or
instructional purposes only to students enrolled in courses for which the textbook has been adopted. Any other
reproduction or translation of this work beyond that permitted by Sections 107 or 108 of the 1976 United States
Copyright Act without the permission of the copyright owner is unlawful.
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