35. When setting out design points from control points using a total station, horizontal orientation must be undertaken to ensure that: A. The height of collimation of the total station is on the same height datum as the design and control points. B. The vertical circle of the total station is correctly orientated. C. The total station is correctly centred over one of the control points. D. The horizontal circle of the total station is set on the same E,N grid system as the design and control points. None of the above. E.

35. When setting out design points from control points using a total station, horizontal orientation must be undertaken to ensure that: A. The height of collimation of the total station is on the same height datum as the design and control points. B. The vertical circle of the total station is correctly orientated. C. The total station is correctly centred over one of the control points. D. The horizontal circle of the total station is set on the same E,N grid system as the design and control points. None of the above. E.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

: Work out included angles from following data : Sr. No. Line F.B. AB 40° BC 120° CD 240⁰ DA 340⁰ 160' 1 2 3 4 B.B. 220' 300' 60' 1
answer correctly
Q3: Find the centroid of the next shaded area. 2-5m
Compute the interior angle at B.
Given the corrected latitudes and departure of a closed traverse. LINES 1-2 2-3 3-4 4-5 5-6 6-1 LATITUDE +80.16 40.13 +70.18 30.14 +60.20 - 140.27 Find the Area of the lot using a. DMD Method b. DPD Method DEPARTURE 40.12 -36.82 +50.42 +30.36 52.34 +48.50 Note: Using both methods will give same answer
Q2: Find the centroid for the next shaded area, Im Im 1 Y 1.5m 1m ra1
Construct the top view of triangle ABC
List the three basic requirements in determining an angle.
Cite advantages or disadvantages of laying out a curve with the instrument set at the beginning of curve (BC).
As per plan, the distance between two telephone poles is 450.35 meters. If the location of one is known in the field and the second is to be laid with a 100 m tape known to be 0.02 meter too short, along an average ground slope of 2%. Determine the actual length to be laid along the ground surface.
Note that angle answers must be in degrees and minutes without any spaces using 'd' as the degree designation (e.g. 18d12' or 23d17'). Please use capital letters if an answer should include letters except for the degree designation, which is a small d. (e.g. 17R, 22L, or S12d14'E) What is the interior angle at C?
Offset Point A� B� C� D� E� F� G� Stationing 0.00 0 + 54.80 1 + 34.44 2 + 13.02 2 + 98.74 3 + 43.8 4 + 50.17 Offset 13.2 34.2 54.7 85.4 67.9 68.9 23.8 Compute the area between a lake and a straight line AG��, from which offsets are taken at irregular intervals as shown in the table above (all distances in feet). Express your answer in feet squared to four significant figures. Activate to select the appropriates symbol from the following choices. Operate up and down arrow for selection and press enter to choose the input value type areaarea = = ft2