Answer:
Technician A is correct
Explanation:
The neutral safety switch when bad must be replaced and not adjusted as suggested by technician B because if the neutral safety switch is bad the Engine might not crank when put in neutral but it will crank when put in park and this is very bad for the life of the Engine it is better to replace it. A test for a bad/faulty neutral safety switch will be required to ascertain the level of damage it might cause to the Engine and prompt replacement is essential as well. because the neutral helps to prevent the car from starting when it is already engaged in a gear position therefore protecting the car from sudden collisions
Answer: A) Gradually decrease
Explanation:
The convection value of heat transfer rate are gradually decreasing with the flow of the heat. Flow in a circular pipe, flow direction does not change in the velocity path. The average of the coefficient of heat transfer and the number of pipes are needed and the effects are get neglected so that is why the flow are fully developed.
Answer:
the width of the turning roadway = 15 ft
Explanation:
Given that:
A ramp from an expressway with a design speed(u) = 30 mi/h connects with a local road
Using 0.08 for superelevation(e)
The minimum radius of the curve on the road can be determined by using the expression:
![R = \dfrac{u^2}{15(e+f_s)}](https://tex.z-dn.net/?f=R%20%3D%20%5Cdfrac%7Bu%5E2%7D%7B15%28e%2Bf_s%29%7D)
where;
R= radius
= coefficient of friction
From the tables of coefficient of friction for a design speed at 30 mi/h ;
= 0.20
So;
![R = \dfrac{30^2}{15(0.08+0.20)}](https://tex.z-dn.net/?f=R%20%3D%20%5Cdfrac%7B30%5E2%7D%7B15%280.08%2B0.20%29%7D)
![R = \dfrac{900}{15(0.28)}](https://tex.z-dn.net/?f=R%20%3D%20%5Cdfrac%7B900%7D%7B15%280.28%29%7D)
![R = \dfrac{900}{4.2}](https://tex.z-dn.net/?f=R%20%3D%20%5Cdfrac%7B900%7D%7B4.2%7D)
R = 214.29 ft
R ≅ 215 ft
However; given that :
The turning roadway has stabilized shoulders on both sides and will provide for a onelane, one-way operation with no provision for passing a stalled vehicle.
From the tables of "Design widths of pavement for turning roads"
For a One-way operation with no provision for passing a stalled vehicle; this criteria falls under Case 1 operation
Similarly; we are told that the design vehicle is a single-unit truck; so therefore , it falls under traffic condition B.
As such in Case 1 operation that falls under traffic condition B in accordance with the Design widths of pavement for turning roads;
If the radius = 215 ft; the value for the width of the turning roadway for this conditions = 15ft
Hence; the width of the turning roadway = 15 ft
Atoms are the smallest unit of matter.
There your answer!