MATERIALS SCIENCE AND ENGINEERING -PACK
MATERIALS SCIENCE AND ENGINEERING -PACK
10th Edition
ISBN: 9781119721857
Author: Callister
Publisher: WILEY
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Chapter 12, Problem 26QAP
To determine

To compute:

The theoretical density of ZnS.

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An urban watershed in Jefferson County is shown in Figure 1 below, along with the travel paths from the most remote points in each subarea. The details of the subareas are given in Table 1 below. Determine the 50 year peak flow for the drainage outlet G. Use the IDF chart for Jefferson County that is shown below. Use the NRCS Method (TR55) to determine time of concentration and estimate runoff coefficients using Table 15.2.3 (provided in Lesson Notes). Figure 1 Table 1 No Area (acres) Туре Path Length Slope (ft) (%) 1 24 Grass, Fair Condition AE 1600 4 2 15 Rangeland - Natural BF 1490 3 B G
A A Provide the requested values. Show your work, don't forget physical units. A A 3'-0" 5'-0" 500 plf 5000 lbs 10'-0" Max moment: Reactions at A and B: B Moment in the middle span: 5 K Shear at 2'-0": 4 10'-0" 5'-0" Max Moment: B Where is Max Moment occuring? Max Deflection (in inches): Ix= 250 in E= 29.000 ksi Where is Max Deflection occuring? Note: be careful with physical units; check that your answer makes sense 5'-0" 10'-0" 1 kip 500 plf B Max Moment: Note: Make use of the superposition principle
Fundamentals of Energy Systems HW3 Q3
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