civil-engineering-surveying Related Question Answers

151. Transition curves are introduced at either end of a circular curve, to obtain





152. The horizontal angle between true meridian and magnetic meridian, is known





153. Accuracy of elevation of various points obtained from contour map is limited to





154. Magnetic bearing of a survey line at any place





155. Perpendicularity of an offset may be judged by eye, if the length of the offset is





156. A program which helps to create written documents and lets you go back and make corrections as necessary?





157. A lemniscate curve will not be transitional throughout, if its deflection angle, is






158. In a lemniscate curve the ratio of the angle between the tangent at the end of the polar ray and the straight, and the angle between the polar ray and the straight, is






159. The mausoleum of Shershah is at?





160. Ranging in chain survey means






161. Accurate measurement of deflection angles with a transit not properly adjusted may be made by





162. If whole circle bearing of a line is 120°, its reduced bearing is





163. Greater accuracy in linear measurements, is obtained by





164. From any point on the surface with a given inclination





165. Angles to a given pivot station observed from a number of traverse stations when plotted, the lines to the pivot station intersect at a common point





166. Reduced bearing of a line is an angle between





167. While measuring with a metallic tape of 30 m length pull should be applied





168. A bad work man ......... with his tools.?





169. The ratio of the linear displacement at the end of a line, subtended by an arc of one second to the length of the line, is





170. The co-ordinate of a point measured perpendicular to the parallel, is called





171. The magnetic meridian at any point, is the direction indicated by a freely suspended





172. If the radius of a simple curve is 600 m, the maximum length of the chord for calculating offsets, is taken






173. When was ILO awarded the Nobel Prize for peace?





174. Correct distance obtained by an erroneous chain is:


175. For preparation of a contour plan for a route survey





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