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EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
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Chapter 16, Problem 13P
To determine
Draw the top, the front and the right side orthogonal views of the given object and indicate when an object needs only one or two views.
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Refer to the figure below, which shows a flexible rectangular area. Given: B₁ = 4 ft, B₂ = 6 ft, L₁ = 8 ft, and L2 = 10 ft. If the area is subjected to a uniform load of 4100 lb/ft², determine the stress increase at a
depth of 10 ft located immediately below point O. Use the table below.
T
B(1)
3
B(2)
2
L(1)
*
4
L2)
Table 1 Variation of Influence Value I
n
m 0.8
0.9
1.0
1.2
1.4
0.1 0.02576 0.02698 0.02794 0.02926 0.03007
0.2 0.05042 0.05283 0.05471 0.05733 0.05894
0.3 0.07308 0.07661 0.07938 0.08323 0.08561
0.4 0.09314 0.09770 0.10129 0.10631 0.10941
0.5 0.11035 0.11584 0.12018 0.12626 0.13003
0.6 0.12474 0.13105 0.13605 0.14309 0.14749
0.7 0.13653 0.14356 0.14914 0.15703 0.16199
0.8 0.14607 0.15371 0.15978 0.16843 0.17389
0.9 0.15371 0.16185 0.16835 0.1766 0.18357
1.0 0.15978 0.16835 0.17522 0.18508 0.19139
1.1 0.16843 0.17766 0.18508 0.19584 0.20278
(Enter your answer to three significant figures.)
Aσ =
lb/ft²
Point loads of magnitude 100, 200, and 380 kN act at B, C, and D, respectively (in the figure below). Determine the increase in vertical stress at a depth of 6 m below point A. Use Boussinesq's equation.
B
6 m
A
6 m
с
3 m
D
(Enter your answer to three significant figures.)
Δαχτ
kN/m²
Two line loads q₁ = 30 kN/m and 92 = 44 kN/m of infinite lengths are acting on top of an elastic medium, as shown in the figure below.
Find the vertical stress increase at A.
92
91
6 m
3 m
3 m
Δσ
A
(Enter your answer to three significant figures.)
Vertical stress increase at A =
kN/m²
Chapter 16 Solutions
EBK ENGINEERING FUNDAMENTALS: AN INTROD
Ch. 16.1 - Prob. 1BYGCh. 16.1 - Prob. 2BYGCh. 16.1 - Prob. 3BYGCh. 16.1 - Prob. 4BYGCh. 16.1 - Prob. BYGVCh. 16.3 - Prob. 1BYGCh. 16.3 - Prob. 2BYGCh. 16.3 - Prob. 3BYGCh. 16.3 - Prob. 4BYGCh. 16.3 - Prob. 5BYG
Ch. 16.3 - Prob. BYGVCh. 16.4 - Prob. 1BYGCh. 16.4 - Prob. 2BYGCh. 16.4 - Give examples of common electrical engineering...Ch. 16.4 - Prob. 4BYGCh. 16.4 - VocabularyState the meaning of the following...Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10PCh. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31PCh. 16 - Prob. 32PCh. 16 - Prob. 33PCh. 16 - Prob. 34PCh. 16 - Prob. 35PCh. 16 - Prob. 36PCh. 16 - Prob. 37PCh. 16 - Prob. 38PCh. 16 - Prob. 39PCh. 16 - Prob. 40PCh. 16 - Prob. 41PCh. 16 - Prob. 42PCh. 16 - Prob. 43PCh. 16 - Prob. 44PCh. 16 - Prob. 45PCh. 16 - Prob. 46PCh. 16 - Prob. 47PCh. 16 - Prob. 48PCh. 16 - Prob. 49PCh. 16 - Prob. 50P
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Similar questions
- 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/m²arrow_forwardIn construction what is the difference in general requirements specific project requirements?arrow_forwardRefer 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/m²arrow_forward
- 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 =arrow_forwardSend me the solution to the following question based on the source and I do not want the solution from artificial intelligencearrow_forwardFor the following truss in figure, find the forces in the selected members. 100 100 100 100 100 30 b 15 K e g 6@15arrow_forward
- Send me the solution to the following question based on the source and I do not want the solution from artificial intelligencearrow_forwardSend me the solution to the following question based on the source and I do not want the solution from artificial intelligencearrow_forwardSend me the solution to the following question based on the source and I do not want the solution from artificial intelligencearrow_forward
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