Answer:
The answer is D. Cohort effect.
Explanation:
A cohort is a group of people that share a characteristic, in social research, such characteristic tends to be the birth year or generational designation; in these cases, cohorts might be strongly influenced by the historical and cultural environment of their generation, and this might have an effect on the results of the research project. Cross-sectional method is subject to these effects because they only apply the research techniques in one specific point in time.
Answer:
The correct answer is B. SOCIAL SUPPORT
Explanation:
When Lorraine's twins were born nine weeks early and were hospitalized because of their prematurity,she spent every day at the hospital with them. Her neighbors wanted to help in any way they could, so they cut her lawn and watered her flowers while she was gone. Lorraine's parents helped by caring for her 3-year-old son, so Lorraine could be with the babies. The help she received in her time of need from her neighbors and parents is best described as SOCIAL SUPPORT
Answer:
False
Explanation:
You can have unpaid balance prior to you stopping transactions. If you don't pay them off immediately, interest will grow each month depending on your unpaid balance.
Her comment is best on the hindsight bias. This type of bias
is known as the knew-it-all-along by which the after the event has occurred,
the person was able to determine and see the events or the individual were able
to predict the event that had occurred before it could even happen.
Concept of effect:
The venturi vessel is simply implemented in the various procedures to obtain the increased value of velocity,v by constriction of the vessel's diameter or the total area required for the flow of liquids inside the vessel.And the decrease due to the constriction of the vessels area required for the flow of liquids.
But, we are provided we the given data in order to find the resultant value for the pressure,P inside the vessel.
<u>Given data:</u>
V=90 m/sec(the velocity,v at the inlet),
At=0.005,
V=90 m/sec,
∫∞=1.23 kg/m³,
V₁=√(P₁-P₂)/∫infinity[(area,A₁/final year,A)⁻¹],
Pressure,ΔP=1913.31 N/m².
