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Q1. | When a chain is used at a temperature more than the temperature it was calibrated the error in measured length will be |

A. | Cumulative [Correct Answer] |

B. | Compensating [Wrong Answer] |

C. | Negative [Wrong Answer] |

D. | Observational error [Wrong Answer] |

View Answer
Explanation:-
Answer : ADiscuss it below :ROYAL BOY TOLI Said on 2022-02-23 21:00:57Due to error of temperature in chain in compenssating Himanshu Gupta Said on 2019-06-28 02:54:47Jab aise questions aa rhe hai to answers negative - positive ke bajaye cumulative or compensating ki form ke hai. ek question aur hai aisa hi. ANUJ Said on 2016-09-17 10:11:33Cumulative negative !! OOPS Login [Click here] is required to post your answer/resultHelp other students, write article, leave your comments |

**Also Read Similar Questions Below :**

⇒ Tadia techeometry was discovered by James Watt in the year.

1670

1770

1870

1900.

⇒ The polar axis of earth is shorten than equatorial axis by

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9542 metre

42.95 kilometre

None of these

⇒ The number of horizontal cross wires in a stadia diaphragm is

one

two

three

four

⇒ The length of a ranging rod should be

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2 to 3 m

3 to 4m

2.5 to 4.5 m

⇒ Optical reading instruments.

the vertical circle is usually continuous from 0Â° to 359Â°

the readings increase when the telescope is elevated in the face left position

the readings decrease when the telescope is elevated in the face right position

all the above.

⇒ Imaginary line passing through points having equal magnetic declination is termed as.

isogon

agonic line

isoclinic line

none of these.

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

Angles and distances from transit stations

Angles from two transit stations

distance from two transit stations

Angle from one transit station and distance from the other.

⇒ The bearings of the lines

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⇒ If + 0.8% grade meets - 0.7% grade and the rate of change of grade for 30 m distance is 0.05, the length of the vertical curve will be.

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700 m

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⇒ The resection by two point problem as compared to three point problem

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none of the above

⇒ The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every.

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⇒ A theodolite is said to be in perfect adjustment if.

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transit axis is perpendicular to line of collimation

line of collimation sweeps out a vertical plane while the telescope is elevated or depressed

all the above.

⇒ Closed contours of decreasing values towards their centre, represent.

a hill

a depression

a saddle or pass

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⇒ A relatively fixed point of known elevation above datum, is called.

bench mark

datum point

reduced level

reference point.

⇒ Refraction correction

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partially eliminates curvature correction

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⇒ The angle of intersection of the two plane mirrors of an optical square is

30°

45°

60°

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⇒ The best method of interpolation of contours, is by.

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all of these.

⇒ Pick up the correct statement from the following :

the diaphragm is placed between eyepiece and the objective but nearer to the former

the diaphragm is placed between the eyepiece and objective but nearer to the later

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⇒ If n is the number of sides then the total sum of exterior angles of a closed traverse should be

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

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360Â°

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all the above.