Using virtual work, compute the vertical displacement at point C of the beam shown below. E = 29(10³) ksi, I = 200 in. 10 kips A 4 ft B A 4 ft C 4 ft D 60 4 ft 10 kips E
Using virtual work, compute the vertical displacement at point C of the beam shown below. E = 29(10³) ksi, I = 200 in. 10 kips A 4 ft B A 4 ft C 4 ft D 60 4 ft 10 kips E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 5
Using virtual work, compute the vertical displacement at point C of the beam shown below. E = 29(10³)
ksi, I = 200 in¹.
10 kips
A
4 ft
B
www
4 ft
C
4 ft
D
65
4 ft
10 kips
E
![Table for:
Rectangle
M
M
Triangle
M
M
L
Triangle
M
L
Triangle
L
Trapezoid
-6-
slope-0
L
Parabola
slope - 0
L
Parabola
slope-0
S'MQdx
L
Parabola
L
Parabola
M
M
M,
M
M
slope - 0
Q
Rectangle
L
LMQ
LMQ
The values in the table represent the integration of the
product of the two shapes with a common length L.
Triangle
Triangle
Trapezoid Q
LMQ
LMQ
2LMQ
2LMQ
LMQ
LMQ
L
LMQ
LMQ
LMQ
6
MQ (L + a)
SLMQ
(M+M) (M+2M) (2M, + M)
LMQ
0 0
LMQ
LMQ
L
LMQ
LMQ
6
WE
MO(L + b)
LMQ
LMQ
12
L
LMQ
LM(Q+Q)
IM(Q+20)
LM (2Q+Q)
[Q(+b)
+Q(l+a)]
Q(2M,+ M)
+Q (M, + 2M)]
SLMQ [2(sQ+3Q)
(3Q+5Q)
(Q+30)
M3Q+Q)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F95aeff90-eae1-41d1-a6d5-24c543733ee7%2F58738a27-b664-4b62-ab32-ada100f0cab0%2F5o12wa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Table for:
Rectangle
M
M
Triangle
M
M
L
Triangle
M
L
Triangle
L
Trapezoid
-6-
slope-0
L
Parabola
slope - 0
L
Parabola
slope-0
S'MQdx
L
Parabola
L
Parabola
M
M
M,
M
M
slope - 0
Q
Rectangle
L
LMQ
LMQ
The values in the table represent the integration of the
product of the two shapes with a common length L.
Triangle
Triangle
Trapezoid Q
LMQ
LMQ
2LMQ
2LMQ
LMQ
LMQ
L
LMQ
LMQ
LMQ
6
MQ (L + a)
SLMQ
(M+M) (M+2M) (2M, + M)
LMQ
0 0
LMQ
LMQ
L
LMQ
LMQ
6
WE
MO(L + b)
LMQ
LMQ
12
L
LMQ
LM(Q+Q)
IM(Q+20)
LM (2Q+Q)
[Q(+b)
+Q(l+a)]
Q(2M,+ M)
+Q (M, + 2M)]
SLMQ [2(sQ+3Q)
(3Q+5Q)
(Q+30)
M3Q+Q)
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