155701. 'Chudalamuthu’ is the protagonist of which among thefollowing novel?
155702. One hectare equals :
155703. If a measuring tape is too long as compared to standard length, the error will be :
155704. The boundary of water of a still lake represents :
155705. Multiplying constant for the tacheometer is generally:
155706. A 500 sq.m area is represented by 600 sq.mm in aa drawing. The scale of the drawing is :
155707. Process of turning the telescope about the vertical axisin a horizontal plane is called :
155708. The instrument used for measuring area on a contour map is :
155709. In levelling a station point where :
155710. The last reading of levelling is always a :
155711. Levelling across a river is done by :
155712. The line of collimation should be parallel to ;
155713. While traversing anticlockwise a closed traverse of ‘N' sides, theoretical sum of includedangles should be:
155714. Angle of dip at pole is :
155715. An offset more than 15 m in length is called :
155716. To calculate the area, the expression A s ~ [(F+ L) + 20 + 4E] where ‘F is first ordinate, ‘L is the last ordinate, 'O’ is odd of ordinates 'E' is even ordinates and 'h' is the common distance between the ordinates:
155717. The correction for sag is always :
155718. Metallic tapes are made of:
155719. Mechanical advantage equal to :
155720. The resultant of two forces ‘p' and 'Q’ acting at angle 'ǿ is equal to :
155721. In conics the fixed point is called
155722. A regular solid having six square faces is :
155723. The horizontal angle between the true meridian and line is called :
155724. The observed fore bearing of a line is 142°18 then the back bearing is :
155725. The true bearing of a line is 127° and declination is 2°W. The magnetic bearing equals
155726. The sum of the interior angles of a regular pentagen is:
155727. The bearing of a line AB is 152°20’ and the angle BAC is 124°38'. The bearing of AC is
155728. The inclination of the compass needle with the horizontal is known as:
155729. The angle between the reflecting surfaces of a prism square is :
155730. The angle of depression in theodolite traverse is :
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