civil-engineering-surveying Related Question Answers

201. The method of reversal





202. You have to observe an included angle with better accuracy than what is achievable by a vernier, you will prefer the method of





203. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for





204. If the whole circle bearing of a line is 180°, its reduced bearing is





205. The chord of a curve less than peg interval, is known as





206. Mistakes which may produce a very serious effect upon the final results arise due to





207. A well conditioned triangle has no angle less than





208. Contour lines of different elevations can unite to form one line, only in the case of





209. The line of sight is kept as high above ground surface as possible to minimise the error in the observed angles due to





210. The smaller horizontal angle between the true meridian and a survey line, is known





211. The distance between terminal points computed from a subsidiary traverse run between them, is generally known, as





212. For locating a distant object visible from two transit stations, the method usually preferred to, is





213. Accidental or compensating errors of length L are proportional to





214. Tacheometric formula for horizontal distances using horizontal sights can also suitable be employed for inclined sights through θ by multiplying






215. Number of subdivisions per metre length of a levelling staff is





216. SAN stands for................?





217. Prolongation of chain line across an obstruction in chain surveying, is done by





218. Check lines (or proof lines) in Chain Surveying, are essentially required





219. While measuring the distance between two points along upgrade with the help of a 20 m chain, the forward end of the chain is shifted forward through a distance





220. Subtense tacheometry is generally preferred to if ground is





221. For high sensivity of the bubble tube






222. Short offsets are measured with





223. The operation of revolving a plane table about its vertical axis so that all lines on the sheet become parallel to corresponding lines on the ground, is known





224. There are two stations A and B. Which of the following statements is correct :





225. Chain surveying is well adopted for





Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions
Question ANSWER With Solution