Q1). The following consecutive readings were taken along a straight line from station (11+090) to station (12+015). The instrument has been changed after third, fifth, eighth and welfth readings. The readings are as bellows: 13 D 0.680, 1.455, 1.855, 2.330, 2.885, 3.380, 1.055, 1.680, 2.265, 3.540, 0.835, 0.945, 1.530 and 2.250, first and last point are a bench marks having elevations 50.25m and 50.81 m respectively. 44.8 1- Draw page of level book and enter the above data. 2- Find elevation of paints hy height of instrument method. 3- Check your calculation. -5.408

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: Situation 6. For the barge shown at Figure A-1, Calculate the following: 16. a. 2729 b. 12245 17. a.…

A: Given:Required:Moment of inertia about centroidal x axisMoment of inertia about B-B axisMoment of…

Q: a. Most probable value b. Standard deviation c. 95% probable error d. Confidence Intervals For the…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: 18. A 30-sec transit was used to measure a horizontal angle reading was 125 35' the average value by…

A:

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.