Business Driven Information Systems
6th Edition
ISBN: 9781260004717
Author: Paige Baltzan
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 7, Problem 4CBT
To determine
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Structural InvestigationThe Building Maintenance and Strata Management Act 2004 interprets “Structural elements,for a building means an internal or external load-bearing component of the building or part ofthe building that is essential to the stability of the building but exclude any door or window.”Loading-bearing components such as wall, column or beam, etc, are subjected to externalforces.
(a) Interpret the diagnosis of a structural defect and discuss FOUR (4) external forces ona structure element that may cause structural cracks.(b) Discuss the effects of alkali-silica reaction on concrete structures and formulateFOUR (4) preventive measures.(c) Discuss the differences between chloride attack and sulphate attack on concretestructures(d) Formulate preventive measures to prevent or reduce chloride and sulphate attack onconcrete structures
Hard FinishesNatural timber flooring such as timber strips and…
Design a dynamic programming algorithm for the Coin-change problem described below:
Input: An amount of money C and a set of n possible coin values with an unlimited supply of each
kind of coin.
Output: The smallest number of coins that add up to C exactly, or output that no such set exists.
The algorithm must take O(n C) time. You must also write and explain the recurrence.
Example 1:
Input: C24, Coin values = = [1, 5, 10, 25, 50]
Output: 6 (since 24 = 10+ 10+1+1 +1 + 1)
Example 2:
Input: C = 86, Coin values = [1, 5, 6, 23, 35, 46, 50]
Output: 2 (since 86 = 46+35+5)
For the gravity concrete dam shown in the figure, (the vertical stresses at toe and heel ((Pmax & Pmin) are
and 52 ton/m respectively.
following data are available:-
-Unit weight of concrete (yconc)-2.4 ton/m³
Solve on paper
-Neglect Wave pressure, silt pressure, ice force and earth quake force.
#=0.65
Find factor of safety against sliding and overturning (F.Sslid & F.Sover)
Azo
115 m
120 m
Chapter 7 Solutions
Business Driven Information Systems
Ch. 7 - Prob. 1OCQCh. 7 - Prob. 2OCQCh. 7 - Prob. 3OCQCh. 7 - Prob. 4OCQCh. 7 - Prob. 5OCQCh. 7 - Prob. 6OCQCh. 7 - Prob. 1RQCh. 7 - Prob. 2RQCh. 7 - Prob. 3RQCh. 7 - Prob. 4RQ
Ch. 7 - Prob. 5RQCh. 7 - Prob. 6RQCh. 7 - Prob. 7RQCh. 7 - Prob. 8RQCh. 7 - Prob. 9RQCh. 7 - Prob. 10RQCh. 7 - Prob. 11RQCh. 7 - Prob. 12RQCh. 7 - Prob. 13RQCh. 7 - Prob. 14RQCh. 7 - Prob. 15RQCh. 7 - Prob. 1CCOCh. 7 - Prob. 2CCOCh. 7 - Prob. 3CCOCh. 7 - Prob. 4CCOCh. 7 - Prob. 1CCTCh. 7 - Prob. 2CCTCh. 7 - Prob. 3CCTCh. 7 - Prob. 4CCTCh. 7 - Prob. 1CBTCh. 7 - Prob. 2CBTCh. 7 - Prob. 3CBTCh. 7 - Prob. 4CBTCh. 7 - Prob. 5CBTCh. 7 - Prob. 6CBTCh. 7 - Prob. 7CBTCh. 7 - Prob. 8CBTCh. 7 - Prob. 9CBTCh. 7 - Prob. 10CBTCh. 7 - Prob. PIAYKBPCh. 7 - Prob. PIIAYKBPCh. 7 - Prob. PIIIAYKBPCh. 7 - Prob. PIVAYKBPCh. 7 - Prob. PVAYKBPCh. 7 - Prob. PVIAYKBPCh. 7 - Prob. PVIIAYKBPCh. 7 - Prob. PVIIIAYKBPCh. 7 - Prob. PIXAYKBP
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