Part 1 CONTINUED…QUESTION 3: The figure below shows the ce…

Part 1 CONTINUED…QUESTION 3: 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 azimuth of the line connecting the property line center C and the intersection point (P) (i.e. the line CP).  The azimuth of the line CP is [blank1] deg [blank2] min [blank3] sec (round to the closest second)

In a research article on the use of technology in an emergen…

In a research article on the use of technology in an emergency department (ED) during a simulation of a mass casualty event, the researcher described the physical layout of the ED, the size and height of the counters, the placement of various personnel’s workstations, the formal and informal organizational structure, the lighting, the noise level, the location of technology, and the location of instructional manuals. The researcher was particularly careful to record all comments by all personnel about technology. Which design did the researcher use to conduct this study?

Part 1 continued…Question 3: Compute the coordinates of po…

Part 1 continued…Question 3: Compute the coordinates of point P for the problem below: – The X coordinate of point P = [blank1] m – The Y coordinate of Point P = [blank2] m ________________________________________________________________________________________________ Problem: The tract of land ABCDEA is to be divided into two parts by a line from point A so that the area of the southern part of the tract is 20% of the total tract area. Using the information below it is required to find the coordinates of point P required to establish the partition line AP. Total tract area = 2884882.89 m2       Pt X(m) Y(m) A 1406.45 1325.03 B 2561.70 2300.54 C 3530.34 1772.20 D 3391.96 561.07 E 1943.08 260.32   Side Length(m) Az (o ‘ “) AB 1512.03 049  49  19 BC 1103.36 118  36  37 CD 1219.01 186  31  05 DE 1479.77 258  16  24 EA 1192.30 333  15  05