EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
9th Edition
ISBN: 9781337517218
Author: SOBHAN
Publisher: VST
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Chapter 7, Problem 7.18P
To determine
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Robert Moses is one of the most influential—and controversial—figures in American urban planning history. His imprint on New York City and its surrounding regions remains evident in highways, parks, bridges, and housing policies. However, his approach to planning often excluded public input and disproportionately harmed communities of color and low-income populations. This assignment challenges you to reflect critically on Moses’ legacy and draw connections to contemporary urban planning challenges.
Reflect on Power and Authority in Planning:
How did Robert Moses’ accumulation and use of unelected power shape the urban landscape of New York? What lessons can modern planners learn about checks and balances in urban development?
Community Impact Analysis:
Identify and discuss at least one community or population that was negatively impacted by Moses' planning decisions. What were the long-term effects on that community? How might a more equitable planning process have changed the…
After watching the video "The Rise and Fall of Robert Moses" (Vox), write a 1-page (approximately 500 words) double-spaced response that addresses the following:
Reflect on Power and Authority in Planning:
How did Robert Moses’ accumulation and use of unelected power shape the urban landscape of New York? What lessons can modern planners learn about checks and balances in urban development?
Community Impact Analysis:
Identify and discuss at least one community or population that was negatively impacted by Moses' planning decisions. What were the long-term effects on that community? How might a more equitable planning process have changed the outcome?
Contemporary Relevance:
Can you identify a current or recent urban planning decision (local, national, or international) that echoes the same issues of power, displacement, or inequity? Compare the two and discuss how modern planners might address these concerns differently.
Please answer the question in the picture and make sure your work is correct please. Thank you
Chapter 7 Solutions
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
Ch. 7 - Prob. 7.1PCh. 7 - Prob. 7.2PCh. 7 - Prob. 7.3PCh. 7 - Prob. 7.4PCh. 7 - Prob. 7.5PCh. 7 - Prob. 7.6PCh. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10P
Ch. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - Prob. 7.13PCh. 7 - Prob. 7.14PCh. 7 - Prob. 7.15PCh. 7 - Prob. 7.16PCh. 7 - Prob. 7.17PCh. 7 - Prob. 7.18PCh. 7 - Prob. 7.19PCh. 7 - Prob. 7.20PCh. 7 - Prob. 7.21PCh. 7 - Refer to Figure 7.24. The following data were...Ch. 7 - Prob. 7.23PCh. 7 - Prob. 7.1CTP
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- Figure 1 shows the plan view of an Exhibition Hall with dimensions L1 x L2. The structure is to be constructed in a coastal region which will be exposed to mostly mild environmental conditions and should provide a 1.5-hour fire resistance. It is known that the underlying foundation soil contains sulphate and other organic compounds. The layout of the structure consists of portal frames which are spaced evenly along the L2 direction. The frames are to support a slab of thickness (t) that will cover the full area of the hall plan. The dead and live loads applied on the slab are G and Q (kPa), respectively.arrow_forwardA sample of Achilles saturated with water has a mass of 1710 g. After heating in an oven, a constant mass of 1815 g is obtained. The density of solid Achilles seeds is 2.78 g/cm3. We are asked to calculate: a) The water content and void ratio b) The porosity and specific gravity of the clayey soil c) The wet density of the clayey soil, the corresponding dry density and dry densityarrow_forward8. A prestressed concrete beam is subjected to the following stress distributions: Pi is the initial prestressing force, Pe is the effective prestressing force, M, is the bending moment due to self- weight, Ma and M, are the dead load and live load bending moment, respectively. The concrete has the following properties: fr = 6000 psi and fri = 4200 psi +250 -85 -2500 +550 Pe+ Mo+Ma+Mi P alone P₁+ Mo -2450 -3500 Stress at midspan +210 +250 P, alone Pe alone -2500 -3500 Stress at ends Using Table 22.1, evaluate whether the stresses at the center of the span and the end of the span comply with the permissible stress limits. The beam is classified as U-class. Provide justifications for each condition listed in the table. Note: Calculated stresses are to be taken from the above diagram, and permissible stresses are to be calculated using Table 22.1. Compressive stresses immediately after transfer Tensile stresses immediately after transfer Compressive stresses under sustained and total…arrow_forward
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