Northern Technical UniversityTechnical College of KirkukSurveying Technical Engineering DepartmentSurveying II: Second yearLecturer: Asstant.prof. Dr. Muntadher Aidi ShareefPROBLEMS1. Two distances of 50 and 80 meters were accurately measured out, and theintercepts on the staff between the outer stadia webs were 0.4% at the formerdistance and 0.7% at the tatter. Calculate the tacheometric constants.omTom2. Two sets of tacheometric readings were taken from an instrument station A,the reduced level of which was 15.05 ft to a staff station B. (a) InstrumentP-multiplying constant 100, additive constant 14.4 in., staff held vertical.Sub(b) Instrument Q–multiplying constant 95, additive constant 15.5 in., staffhe ld normal to the line of sight.InstrumentVerticalangle30°AtToHt ofInstrumentStadia ReadingsPAB4.522.35/3.31/4.274.47QWhat should be the stadia readings with instrument QA30°3. The vertical angles to vanes fixed at 0.5 m and 35 m above the foot of thestaff held vertically at a point were - 0° 30' and + 1° 12' respectively. Findthe horizontal distance and the reduced level of the point, if the level of theinstrument axis is 125.380 meters above datum.4. The horizontal angle subtended at a theodolite by a subtense bar with vanes3 m apart is 15' 40'. Compute the horizontal distance between the instrumentand the bar.Answers:1. K=100, C=0.4m2. 1.95; 2.82; 3.683. 101.1 m; 123.998m4. 658.29mTacheometry Tutorial2020-2021

GIVEN : staff intercept (S1)=0.004 staff intercept (S2)=0.007 D1=50 mD2=80 m

Answered: PROBLEMS 1. Two distances of 50 and 80…

PROBLEMS 1. Two distances of 50 and 80 meters were accuratel intercepts on the staff between the outer stadia webs distance and 0.7% at the tatter. Calculate the tacheo

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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