Question 5Using virtual work, compute the vertical displacement at point C of the beam shown below. E = 29(10³)ksi, I = 200 in¹.10 kipsA4 ftBwww4 ftC4 ftD654 ft10 kipsE Table for:RectangleMMTriangleMMLTriangleMLTriangleLTrapezoid-6-slope-0LParabolaslope - 0LParabolaslope-0S'MQdxLParabolaLParabolaMMM,MMslope - 0QRectangleLLMQLMQThe values in the table represent the integration of theproduct of the two shapes with a common length L.TriangleTriangleTrapezoid QLMQLMQ2LMQ2LMQLMQLMQLLMQLMQLMQ6MQ (L + a)SLMQ(M+M) (M+2M) (2M, + M)LMQ0 0LMQLMQLLMQLMQ6WEMO(L + b)LMQLMQ12LLMQLM(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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Answered: Using virtual work, compute the…

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

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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