Materials Science and Engineering Properties, SI Edition
1st Edition
ISBN: 9781305178175
Author: GILMORE, Charles
Publisher: Cengage Learning
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Chapter 10, Problem 12CQ
To determine
The material form on the surface of metal when surface of reactive metal titanium is passivated.
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Design an intake tower with gates meet the following requirement:
• Normal water surface elevation = 100 m mean sea level
• Max. reservoir elevation = 106 m msl
• Min. reservoir elevation = 90 m msl
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⚫c=0.6, Density for water =1000 kg/m³. Density for concrete =2310 kg/m³
Estimate water elevation that make safety factor =1
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4 m
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2m
1 m
Lower gate
2m
Gate
6m
2m
4 m
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2 m
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4. The storm hyetograph below produced 530 acre-ft of runoff
over the 725-acre Green River watershed. Plot the storm
hyetograph and compute and plot the excess rainfall
hyetograph using the op-index method.
Time (hours)
0-33-66-99-12 12-15
Rainfall Intensity (in/hr) 0.2 0.8|1.2 1.8 0.9
-125 mm
-125 mm
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100 mm
P
A C 310 x 45 made of A36 is connected to a plate and carries a load P in tension. The
bolts are 22-mm in diameter and is staggered as shown in figure PSAD-016.
Properties of C 310 x 45
A = 5680 mm²
d = 305 mm
t = 12.7 mm
tw = 13.0 mm
b = 80.5 mm
x = 17.1 mm
Determine the shear lag factor of the channel.
Determine the effective net area of the section in mm².
Compute the design capacity of the section.
Chapter 10 Solutions
Materials Science and Engineering Properties, SI Edition
Ch. 10 - Prob. 1CQCh. 10 - Prob. 2CQCh. 10 - Prob. 3CQCh. 10 - Prob. 4CQCh. 10 - Prob. 5CQCh. 10 - Prob. 6CQCh. 10 - Prob. 7CQCh. 10 - Prob. 8CQCh. 10 - Prob. 9CQCh. 10 - Prob. 10CQ
Ch. 10 - Prob. 11CQCh. 10 - Prob. 12CQCh. 10 - Prob. 13CQCh. 10 - Prob. 14CQCh. 10 - Prob. 15CQCh. 10 - Prob. 16CQCh. 10 - Prob. 17CQCh. 10 - Prob. 18CQCh. 10 - Prob. 19CQCh. 10 - Prob. 20CQCh. 10 - Prob. 1ETSQCh. 10 - Prob. 2ETSQCh. 10 - Prob. 3ETSQCh. 10 - Prob. 4ETSQCh. 10 - Prob. 5ETSQCh. 10 - Prob. 10.1PCh. 10 - Prob. 10.2PCh. 10 - Prob. 10.3PCh. 10 - Prob. 10.4PCh. 10 - Prob. 10.5PCh. 10 - Prob. 10.6PCh. 10 - Prob. 10.7PCh. 10 - Prob. 10.8PCh. 10 - Prob. 10.9PCh. 10 - Prob. 10.10PCh. 10 - Prob. 10.11PCh. 10 - Prob. 10.12P
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