Surveying Set 7

Civil Engineering

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This set of Surveying Multiple Choice Questions & Answers (MCQs) focuses on Surveying Set 7

Q1 | Revenue chain is …….. Feet long & consist of ……….. Links.
Q2 | Which method is simplest method of plane tabling?
Q3 | The horizontal distance between any two consecutive contours is known as…..
Q4 | Contour interval depends on:
Q5 | A lower region surrounded by hills is called saddle.
Q6 | Two contour lines of different elevation do not cross each other.
Q7 | Correction required for curvature for a distance of 1500 m is….
Q8 | Correction required for refraction for a distance of 10 km is….
Q9 | Combined correction for curvature and refraction for 800 m distance is……
Q10 | Which method is less tedious and more rapid for calculation of RL?
Q11 | Which method is more accurate for calculation of RL?
Q12 | Which method is suitable for profile levelling?
Q13 | Which method is suitable for precise levelling?
Q14 | Full name of M.S.L is…..
Q15 | In which telescope length is comparatively less?
Q16 | In internal focusing telescope brilliancy of image reduces due to extra internal lens.
Q17 | In modern telescope internal focusing telescope is used.
Q18 | Least count of self-reading staff is…..
Q19 | Least count of target staff is…..
Q20 | If magnetic bearing of line AB is 279’ and magnetic declinations is 7’W.Find the true bearing.
Q21 | If FB of line PQ is N 35’ W and FB of line QR is S 40’ W, find angle PQR.
Q22 | Fore bearing of line Ab is S35’W calculate its back bearing.
Q23 | Back bearing of line Ab is 185’, calculate its fore bearing.
Q24 | Convert N30’15’E into WCB.
Q25 | Convert 242’45’ into QB.
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