CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING LINE AB BC FORWARD BEARING S.37 30'E. S.43 15'W. N.73'00'W BACKWARD BEARING N.37 30'W. N.44'15'E CD DE EA N.12'45'E. N60°00'E. S.72 15'E. S.13 15W. S.59 00'W.

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: В 77°30' 77°50 32°40 47°35' 68°55' 68°35' H 47°15' E 71°00 70°00 75°05 A 74°55' 80°25' 80°25' G…

A:

Q: 4 kN/m 36 kN-m A B C E = 200 GPa ΕΙ 2EI AB = 10 mm- I = 150x106 mm² 4 m * 5 m Draw SFD, BMD,…

A: Step 1: Calculate the Reactions at the SupportsDetermine the vertical reactions at points B and…

Q: How much is Ay in the beam shown below? 4KN 2kN/m A B Im 3m Im 3m Im 8.34 kN upward O 6.34 kN upward…

A: Step 1: Step 2: Step 3: Step 4:

Q: The simple beam 120mm x 420 mm cross section has E= 9.50 GPA Determine the vertical movement of…

A: Reactions: Shear Diagram: Bending Moment Diagram:

Q: Construct the load, shear, and moment diagrams for the fol-

A:

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.