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Part 1…Question 1: The figure below shows the center line of the right-of-way for the pipeline LM and a circular property line. The radius of the circular property line is 750.00m and the azimuth of the line LM is 104o 30’ 24”. The (X,Y) coordinates of points M and C (expressed in meters) are (2249.92, 2640.67) and (2561.05, 2110.45), respectively. P is the point of intersection between the circular property line and the pipeline segment LM. Compute the length and the azimuth of the line CM. Distance CM = [blank1] m and Azimuth of CM = [blank2] deg [blank3]min [blank4] sec  

The last step in troubleshooting is obtaining the owner’s description of the problem.

Part 1 CONTINUED… QUESTION 4: The figure below shows the center line of the right-of-way for the pipeline LM and a circular property line. The radius of the circular property line is 750.00m and the azimuth of the line LM is 104o 30’ 24”. The (X,Y) coordinates of points M and C (expressed in meters) are (2249.92, 2640.67) and (2561.05, 2110.45), respectively. P is the point of intersection between the circular property line and the pipeline segment LM. Determine the coordinates of the intersection point (P) between the line LM and the circular property line and check your calculations (10 points).  Please type the calculation checks and supply them with your calculations.   Coordinates of P are X = [blank1] m and Y = [blank2] m (round to the closest cm i.e. second decimal digit)  

An incoming grade of -1.60% meets an exiting grade of +3.5% at a PVI having station 17+66.74 and elevation 119.33’. An unequal tangent vertical curve is designed to meet these tangents, with horizontal lengths of the curve before and after the PVI of 700.00’ and 300.00’, respectively. What is the grade of the inserted tangent?

Part 1 CONTINUED…QUESTION 2: The figure below shows the center line of the right-of-way for the pipeline LM and a circular property line. The radius of the circular property line is 750.00m and the azimuth of the line LM is 104o 30’ 24”. The (X,Y) coordinates of points M and C (expressed in meters) are (2249.92, 2640.67) and (2561.05, 2110.45), respectively. P is the point of intersection between the circular property line and the pipeline segment LM. Compute the angle CML, which is the angle-to-the-right (clockwise direction) from the direction MC to the direction ML.    The angle CML is [blank1] deg [blank2] min [blank3] sec (round to the closest second)

Please type here your computations for Question 3. Your score for the previous question depends on your detailed work presented in this question. 

Please type here your computations for Question 5. This will allow me to issue partial credits. 

Practice Assessment I am posting a practice so people can utilize it any time they want to make sure things will work with the Honorlock System and so you can see what all it can do. This is also a link for you all to the WSU Student page for Honorlock. https://www.wichita.edu/services/mrc/OIR/Honorlock/honorlock_students.php Let me know if you have any other issues and we can go from there! Prof. G.

The thoracic duct primarily drains lymph from which of the following regions?

A vehicle is traveling in the outside lane of a non-superelevated curve of radius 4800 feet, with an adverse crown of 2%. If the velocity is 50 mph, what side friction factor is required to keep it on the curve?