Question 2: For the rigid bay spring system shown in Fig. 1, assume vertical displacement u at joint C is the SDOF. A rotational spring kr = 2kL² is placed at joint B. a) Find equivalent stiffness Ke at SDOF. b) Find energy equivalent mass (eem) at SDOF. c) Find natural circular frequency on for the system.
Question 2: For the rigid bay spring system shown in Fig. 1, assume vertical displacement u at joint C is the SDOF. A rotational spring kr = 2kL² is placed at joint B. a) Find equivalent stiffness Ke at SDOF. b) Find energy equivalent mass (eem) at SDOF. c) Find natural circular frequency on for the system.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Question 2:
For the rigid bay spring system shown in Fig. 1, assume vertical displacement u at joint C is the SDOF. A
rotational spring k, = 2kL² is placed at joint B.
a) Find equivalent stiffness Ke at SDOF.
b) Find energy equivalent mass (eem) at SDOF.
c) Find natural circular frequency on for the system.
Find the maximum steady-state responses for the following load cases. (let N = forcing frequency, on = natural
frequency), neglect damping.
a) Apply uniformly distributed vertical load wosint on entire upper bar.
b) Apply vertical support motion dsinnt at joint A.
c) Apply a vertical force Posinnt at right end of upper bar.
d) Apply vertical ground acceleration aosint to entire structure
A
L
+
upper bar, rigid, mass = 3m
B
L
kr = 2 kL²
u=SDOF
L
+
0.5k
L
lower bar, rigid, mass= 2m
D
E
k
+
L
Question 3:
For the rigid bar-spring system in Q2, assume no damping, consider the excitation force: a vertical force
Posinot applied at right end of upper bar. Find & plot the transient state, steady state, and total response (up
to t = 3Tn, in which Tn is the period of the system). Assume 2/on=1.5, no initial displacement or velocity.
When plotting, use the following values for the parameters: m=0.02, k=0.3, L=1.6, Po −0.4.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf63896a-ab0d-4452-863b-0760496a430e%2F5eddecc2-16fc-4880-8234-c50c0efc661f%2Fwmzvkj_processed.png&w=3840&q=75)
Transcribed Image Text:Question 2:
For the rigid bay spring system shown in Fig. 1, assume vertical displacement u at joint C is the SDOF. A
rotational spring k, = 2kL² is placed at joint B.
a) Find equivalent stiffness Ke at SDOF.
b) Find energy equivalent mass (eem) at SDOF.
c) Find natural circular frequency on for the system.
Find the maximum steady-state responses for the following load cases. (let N = forcing frequency, on = natural
frequency), neglect damping.
a) Apply uniformly distributed vertical load wosint on entire upper bar.
b) Apply vertical support motion dsinnt at joint A.
c) Apply a vertical force Posinnt at right end of upper bar.
d) Apply vertical ground acceleration aosint to entire structure
A
L
+
upper bar, rigid, mass = 3m
B
L
kr = 2 kL²
u=SDOF
L
+
0.5k
L
lower bar, rigid, mass= 2m
D
E
k
+
L
Question 3:
For the rigid bar-spring system in Q2, assume no damping, consider the excitation force: a vertical force
Posinot applied at right end of upper bar. Find & plot the transient state, steady state, and total response (up
to t = 3Tn, in which Tn is the period of the system). Assume 2/on=1.5, no initial displacement or velocity.
When plotting, use the following values for the parameters: m=0.02, k=0.3, L=1.6, Po −0.4.
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