Answer:
the answer is E hope that helps you
Answer:
The answer is option B) According to the Lewis two-sector model the creation of a Modern (urban) Sector will:
Create a flow of labor from the traditional sector into the modern sector.
Explanation:
The two sector model propounded by W. Arthur Lewis is a theory of development that identifies two sectors: the traditional and modern sector.
According to this theory, the creation of a modern sector will generate a flow of excess labor from the traditional sector to the urban sector where there is more demand for labor.
Over time, this migration will create more jobs, stimulate industrialization and a framework for sustainable development.
D feasibility is your best answer
Feasibility means "easily or conveniently done", which is not a extremely formal way of finishing things.
Complaints generally are formal, for you are trying to do business.
Progress brings formatility, for it must be formal and formatted for success.
Troubleshooting also needs formality, so that one can solve the problem as soon as possible
hope this helps
Answer: This rate setting scheme creates an adverse selection problem: Homeowners with houses on unstable soil are more likely to purchase insurance than homeowners with houses that rest on bedrock
Explanation:
California has its own earthquake insurance program for homeowners and the rates vary by the ZIP code, which depends on the proximity of nearest fault line.
However, critics claim that the people who set the rates ignored soil type. Some houses rest on bedrock while others sit on unstable soil. If the soil type is used, rate setting scheme creates an adverse selection problem.
An adverse selection problem is tendency of those in high-risk areas to purchase the insurance claim because there are higher chances they may get affected. Therefore, the homeowners with houses on unstable soil will more like buy insurance than the homeowners with houses that rest on bedrock.
Answer:
2.5 * 10^12 Nm-2
Explanation:
Stretching force = 20 * 10^3 N
diameter = 10 * 10^-3 m
extension = 0.2 * 10^-3 m
length of bar = 2m
Young Modulus = stress/strain
stress = Force/Area
Strain = extension/length
Young Modulus = Force/Area/extension/length
But area = πr^2 = 3.142 * (5 *10^-3)^2 = 7.9 * 10^-5 m^2
Stress = 20 * 10^3/7.9 * 10^-5 = 2.5 * 10^8 Nm-2
Strain = 0.2 * 10^-3/2 = 1 * 10^-4
Young Modulus = 2.5 * 10^8/1 * 10^-4
Young Modulus = 2.5 * 10^12 Nm-2
