Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Question
Chapter 43, Problem 43.6Q
To determine
The two types of drawing sections in the commercial drawings.
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PHF-0.91
Pedestrian volume is negligible.
Question 7
A parking area with 60 bays has an initial count of 35 vehicles. The in-out survey data for 10-minute
intervals is as per the table below. Complete the table, calculate the accumulation, occupancy (%), and
parking load (veh.hrs) for each interval.
Time (min)
In
Out
Accumulation
Occupancy
Parking load
(%)
0
3
10
2
4
20
1
1
30
1
3
40
1
6
50
1
4
60
Q3/ The following data represent the water depth in the soil of equal areas for
specified field. Calculate the uniformity coefficient, efficiency and adequacy of
irrigation. Net needed irrigation depth =75 mm
(78-04, 79, 88, 85.21, 76,82)
A
(A)
Q1/ It is required to apply a net depth of 120mm to a total area of 60 ha. The applied
discharge is continuously 180 L/s. What must be the time of irrigation? Assume the
application efficiency 85%.
а
Eas 85
0%
t
Chapter 43 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 43 - Prob. 43.1QCh. 43 - Prob. 43.2QCh. 43 - Prob. 43.3QCh. 43 - Prob. 43.4QCh. 43 - Prob. 43.5QCh. 43 - Prob. 43.6QCh. 43 - Prob. 43.7QCh. 43 - Prob. 43.8QCh. 43 - Prob. 43.9QCh. 43 - Prob. 43.10Q
Ch. 43 - Prob. 43.11QCh. 43 - Prob. 43.12QCh. 43 - Prob. 43.13QCh. 43 - Prob. 43.14QCh. 43 - Prob. 43.15QCh. 43 - Prob. 43.17QCh. 43 - Prob. 43.18QCh. 43 - Prob. 43.19QCh. 43 - Prob. 43.20QCh. 43 - Prob. 43.21QCh. 43 - Prob. 43.22QCh. 43 - Prob. 43.23QCh. 43 - Prob. 43.24QCh. 43 - Prob. 43.25QCh. 43 - Prob. 43.26QCh. 43 - Prob. 43.27QCh. 43 - Prob. 43.28QCh. 43 - Prob. 43.29QCh. 43 - Prob. 43.30Q
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