civil-engineering-surveying Related Question Answers

126. The slope correction may be ignored if





127. If Δ is the angle of deflection of the curve, T1 and T2 are its points of tangencies, the angle between the tangent at T1 and long chord T1 T2 will be





128. If a tacheometer is fitted with an anal-latic lens





129. Volume of the earth work may be calculated by






130. Which one of the following mistakes/errors may be cumulative + or - :





131. The orthographical projection of a traverse leg upon the reference meridian, is known as





132. The whole circle bearing of a line is 290°. Its reduced bearing is





133. The reduced bearing of a line is N 87° W. Its whole circle bearing is





134. Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as






135. If d is the distance between equidistant odd ordinates, the Simpson's rule for the areas, is





136. A round worm that enters man's body through the soles of the feet is?





137. Which of the following introduces an error of about 1 in 1000 if 20 m chain is used






138. Bangladesh emerged as a free nation in the year .........?





139. The total change in level along the line is equal to total back sights





140. ABCD is a rectangular plot of land. If the bearing of the side AB is 75°, the bearing of DC is





141. Grid lines are parallel to





142. Total latitude of a point is positive if it lies





143. In levelling operation,





144. The apparent error on reversal is





145. Magnetic declination at any place





146. Systematic errors are those errors





147. If L is in kilometres, the curvature correction is





148. With usual notations, the expression represents





149. An angle of deflection right, may be directly obtained by setting the instrument to read





150. The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is





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