Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 5, Problem 5.14P
To determine
New readings for elevation and preparing, checking and adjusting notes.
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Find the internal torques for segments AB, BC, and CD (in N-m) by drawing the internal torque diagram, the maximum torsional shear on the shaft in MPa, and the relative rotation of section A with respect to section D in degrees.
Determine the heel and toe stresses and the factor of safeties for sliding and
overturning for the gravity dam section shown in the figure below for the following
loading conditions:
- Horizontal earthquake (Kh) = 0.1
-
Normal uplift pressure with gallery drain working
Silt deposit up to 30 m height
- No wave pressure and no ice pressure
Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³
- Submerged weight of silt = 0.9 Ton/m³
==
- Coefficient of friction = 0.65 and angle of repose = 25°
Solve this question with the presence of gallery and without gallery., discuss
the issue in both cases....
Solve in table
144 m
4m
Wi
8m
6m 8m
1.7m
120m
The efficiency for a steel specimen immersed in a phosphating tank is the weight of the phosphate coating divided by the metal loss (both in mg/ft²). An article gave the accompanying data on tank temperature (x) and efficiency ratio (y).
Temp.
171
173
174
175
175
176
177
178
Ratio
0.82
1.39
1.48
0.95
1.15
1.06
1.00
1.82
Temp.
181
181
181
181
181
182
182
183
Ratio
1.35 1.52
1.55
2.19
2.17
0.92
1.45
0.82
Temp.
183
183
183
185
185
186
187
189
Ratio
1.85
2.04
2.70
1.59
2.54 3.04 1.89
3.12
(a) Determine the equation of the estimated regression line. (Round all numerical values to four decimal places.)
y =
(b) Calculate a point estimate for true average efficiency ratio when tank temperature is 183. (Round your answer to four decimal places.)
(c) Calculate the values of the residuals from the least squares line for the four observations for which temperature is 183. (Round your answers to two decimal places.)
(183, 0.82)
(183, 1.85)
(183, 2.04)
(183, 2.70)
Why do they not all have the same…
Chapter 5 Solutions
Elementary Surveying (14th Edition)
Ch. 5 - Prob. 5.1PCh. 5 - Prob. 5.2PCh. 5 - Prob. 5.3PCh. 5 - Prob. 5.4PCh. 5 - Prob. 5.5PCh. 5 - Prob. 5.6PCh. 5 - Prob. 5.7PCh. 5 - Prob. 5.8PCh. 5 - Prob. 5.9PCh. 5 - Prob. 5.10P
Ch. 5 - Prob. 5.11PCh. 5 - Prob. 5.12PCh. 5 - Prob. 5.13PCh. 5 - Prob. 5.14PCh. 5 - Prob. 5.15PCh. 5 - Prob. 5.16PCh. 5 - Prob. 5.17PCh. 5 - Prob. 5.18PCh. 5 - Prob. 5.19PCh. 5 - Prob. 5.20PCh. 5 - Prob. 5.21PCh. 5 - Prob. 5.22PCh. 5 - Prob. 5.23PCh. 5 - Prob. 5.24PCh. 5 - Prob. 5.25PCh. 5 - Prob. 5.26PCh. 5 - Prob. 5.27PCh. 5 - Prob. 5.28PCh. 5 - Prob. 5.29PCh. 5 - Prob. 5.30PCh. 5 - Prob. 5.31PCh. 5 - Prob. 5.32PCh. 5 - Prob. 5.33PCh. 5 - Prob. 5.34PCh. 5 - Prob. 5.35PCh. 5 - Prob. 5.36PCh. 5 - Prob. 5.37P
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- Determine the heel and toe stresses and the factor of safeties for sliding and overturning for the gravity dam section shown in the figure below for the following loading conditions: - Horizontal earthquake (Kh) = 0.1 - Normal uplift pressure with gallery drain working - Silt deposit up to 30 m height - No wave pressure and no ice pressure Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³ - Submerged weight of silt = 0.9 Ton/m³ == - Coefficient of friction = 0.65 and angle of repose = 25° Solve this question with the presence of gallery and without gallery., discuss the issue in both cases.... Solve in table 144 m BO 4m W 8m 6m 8m 17m 120marrow_forwardplease solve this problem step by steparrow_forwardP C⭑ LTU BANNER WEB Compute the capit... P Depreciation for N... COA 361276 CERT... O Unit price. Question 5 2 pts In the event that parties disagree about the meaning of constitution, statute, or regulation, a lawsuit can be filed asking the judge to clarify the meaning of that law. When the judge clarifies it, it is called: O Executive Order. O Common Law. O Legislation. O Civil Law. Question 6 ing branches, EXCEPT: 2 ptsarrow_forward
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