Business Driven Information Systems
6th Edition
ISBN: 9781260004717
Author: Paige Baltzan
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 5, Problem 3RQ
To determine
The difference between disaster recovery plan and business continuity plan.
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3. The following closed-loop systems in Fig. 1 and Fig. 2 operate with a damping ratio of 0.707
(=0.707). The system in Fig. 1 does not have a PI controller, while the one in Fig. 2 does.
R(s):
S
Gain
Plant
R(s) +
E(s)
1
C(s)
K
(s+1)(s+2)(s+10)
Fig. 1: Closed-loop system without PI controller
Compensator
Plant
R(s) +
E(s)
K(s+0.1)
S
1
(s+1)(s+2)(s+10)
C(s)
Fig. 2: Closed-loop system with a practical PI controller
a. Please use Matlab to find the intersection point between line and the root locus of the
system in Fig. 1. Then find the K value and one complex closed-loop pole corresponding
to the intersection point. Calculate the steady-state error. Show the Matlab code in your
answer sheet.
b. Please use Matlab to find the intersection point between § line and the root locus of the
system in Fig. 2. Then find the K value and one complex closed-loop pole associated with
the intersection point. Compare the complex closed-loop pole with the one you just found
in task a. Are they very…
1. Please draw the root locus by hand for the following closed-loop system, where G(s) =
s+6
=
S-2
s+8
s-2'
and H(s) = Find the range of K for stability using Method II in Examples 2 and 3 in
Lecture 15.
Input
R(s)
Output
C(s)
KG(s)
H(s)
1. Calculate the ultimate load carrying capacity of the pile tip driven into the soil profile shown
below:
G.W.T.
45'
Qapp
Soft Clay:
Ysat 100 pcf
Cu 500 psf, ou = 0°
平
12' Soil
Plug
Driven Steel Pipe Pile:
Outside Diameter = 2'
Inside Diameter = 1'11"
Hollow (soil plugged)
Note: Pile & soil profile
are not drawn to scale
Qp = ?
Please perform the tip capacity calculation two ways: For the first approach, assume that the
total vertical stress at the pile tip is balanced by the weight of the pile. For the second
approach, assume that the total vertical stress at the pile tip is not balanced by the weight of
the pile (which means you need to include the vertical total stress term). Please compare
your answers from these two analyses, examine some of your intermediate-stage calculation
results such as the total overburden stress at the pile tip relative to the weight of the pile, and
discuss whether or not the commonly used assumption about the total vertical stress at the
pile tip is a…
Chapter 5 Solutions
Business Driven Information Systems
Ch. 5 - Prob. 1OCQCh. 5 - Prob. 2OCQCh. 5 - Prob. 3OCQCh. 5 - Prob. 4OCQCh. 5 - Prob. 5OCQCh. 5 - Prob. 6OCQCh. 5 - Prob. 1RQCh. 5 - Prob. 2RQCh. 5 - Prob. 3RQCh. 5 - Prob. 4RQ
Ch. 5 - Prob. 5RQCh. 5 - Prob. 6RQCh. 5 - Prob. 7RQCh. 5 - Prob. 8RQCh. 5 - Prob. 9RQCh. 5 - Prob. 10RQCh. 5 - Prob. 11RQCh. 5 - Prob. 12RQCh. 5 - Prob. 13RQCh. 5 - Prob. 14RQCh. 5 - Prob. 15RQCh. 5 - Prob. 16RQCh. 5 - Prob. 1CCOCh. 5 - Prob. 2CCOCh. 5 - Prob. 3CCOCh. 5 - Prob. 4CCOCh. 5 - Prob. 5CCOCh. 5 - Prob. 1CCTCh. 5 - Prob. 2CCTCh. 5 - Prob. 3CCTCh. 5 - Prob. 1CBTCh. 5 - Prob. 2CBTCh. 5 - Prob. 3CBTCh. 5 - Prob. 4CBTCh. 5 - Prob. 5CBTCh. 5 - Prob. 6CBTCh. 5 - Prob. 7CBTCh. 5 - Prob. 8CBTCh. 5 - Prob. PIAYKBPCh. 5 - Prob. PIIAYKBPCh. 5 - Prob. PIIIAYKBPCh. 5 - Prob. PIVAYKBPCh. 5 - Prob. PVAYKBPCh. 5 - Prob. PVIAYKBPCh. 5 - Prob. PVIIAYKBPCh. 5 - Prob. PVIIIAYKBPCh. 5 - Prob. PXIAYKBPCh. 5 - Prob. PXAYKBP
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