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 41.35Q
To determine
The suitability of ½ inch thick Portland cement parging for an air barrier.
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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
Refer to the figure below. A strip load of q = 870 lb/ft² is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Use the table below.
B
q = Load per unit area
Aσ
A
Table 1 Variation of Ao/go with 2z/B and 2x/B
2x/B
2z/B
1.3
1.4
1.5
1.6
0.00
0.000 0.000
0.000
1.7
0.000 0.000
0.10 0.007 0.003
0.002
0.001 0.001
0.20 0.040 0.020 0.011
0.30 0.090 0.052 0.031
0.40 0.141 0.090 0.059 0.040 0.027
0.50 0.185 0.128 0.089 0.063
0.60 0.222 0.163 0.120 0.088
0.70 0.250 0.193
0.80 0.273 0.218
0.007 0.004
0.020 0.013
0.046
0.066
0.148 0.113 0.087
0.173 0.137 0.108
0.90 0.291 0.239 0.195 0.158 0.128
1.00 0.305 0.256 0.214 0.177
0.147
(Enter your answer to three significant figures.)
lb/ft²
Δοχ
=
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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