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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Chapter 41, Problem 41.49Q
To determine
Explain the difference between the ADA minimum turning room and the desired turning room for a 180o turn.
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A flexible circular area is subjected to a uniformly distributed load of 144 kN/m² (see the figure below). The diameter of the load area is 2 m. Estimate the average stress increase (Aσay) below the center of the
loaded area between depths of 3 m and 6 m. Use the equations:
1
Ασ
= go 1
[1 + (2) ² ³/2
and
Aσ av (H2/H1)
Δσι + 41ση + Ασο
6
9
B/2
krark
do
Δε
Aσ
(Enter your answer to three significant figures.)
Ασαν
=
kN/m²
In construction what is the difference in general requirements specific project requirements?
Refer to the figure below. Determine the vertical stress increase Aσ at point A with the values q₁ = 90 kN/m, q2 = 410 kN/m, x₁ = 4m, x2 = 2.5 m, and z = 3 m.
Line load = 91
Line load=92
Δε
(Enter your answer to three significant figures.)
Δατ
kN/m²
Chapter 41 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 41 - Prob. 41.1QCh. 41 - Prob. 41.3QCh. 41 - Prob. 41.4QCh. 41 - Prob. 41.5QCh. 41 - Prob. 41.13QCh. 41 - Prob. 41.14QCh. 41 - Prob. 41.18QCh. 41 - Prob. 41.20QCh. 41 - Prob. 41.27QCh. 41 - Prob. 41.28Q
Ch. 41 - Prob. 41.29QCh. 41 - Prob. 41.30QCh. 41 - Prob. 41.31QCh. 41 - Prob. 41.33QCh. 41 - Prob. 41.35QCh. 41 - Prob. 41.40QCh. 41 - Prob. 41.41QCh. 41 - Prob. 41.46QCh. 41 - Prob. 41.47QCh. 41 - Prob. 41.48QCh. 41 - Prob. 41.49QCh. 41 - Prob. 41.50QCh. 41 - Prob. 41.51QCh. 41 - Prob. 41.52QCh. 41 - Prob. 41.53QCh. 41 - Prob. 41.54QCh. 41 - Prob. 41.55Q
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