5.Draftsman Gr II-KWA

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- Q1For one cubic meter, 1:2:4 concrete using 20 mm metal, the quantity of coarse aggregate required is :1.00 cum1.10 cum1.54 cum0.9 cum30s
- Q2The whole circle bearing of a line is 230°, its quadrantal bearing isW 40°SS 50° WS 30° WS 40° W30s
- Q3If the fore bearing and back bearing of a line do not differ by 180°, then either one or both the ends of line, are affected by:Manipulation errorNone of theseLocal attractionDeclination30s
- Q4Which one of the following is not a working operation of a plane table?CenteringLevellingOrientationTransiting30s
- Q5Finding the location of the station occupied by the table on the paper, by means of sighting to two well defined points whose locations have previously been plotted on the paper, is known as:Bessels Graphical methodTrial and error methodTwo-point problemRadiation method30s
- Q6A levelling instrument, consisting a telescope attached with level tube which can he tilted within a few degrees in a vertical plane by a tilting screw is known as:The Tilting levelReduced levelThe Dumpy levelThe Wye level30s
- Q7The permissible closing error in levelling survey is0.001 m0.050 m0.005 m0.100 m30s
- Q8When it is not possible to set up the level midway between two points. The method of levelling to carry forward the levels on the other side of the obstruction is calledThe reversible levelProfile levellingReciprocal levellingFly levelling30s
- Q9Making the axis of the bubble tube perpendicular to vertical axis of the level isCurvature correction of Dumpy levelPermanent adjust of Dumpy levelTemporary adjustment of Dumpy levelRefraction correction of Dumpy level30s
- Q10The shortest horizontal distance between two consecutive contours, is calledApparent differenceContour intervalCollimation errorHorizontal equivalent30s
- Q11The imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is known as:Ridge lineRoad alignmentContour gradientContour line30s
- Q12In a land measuring metric chain the ends of link is connected by :Two oval ringsThree oval ringsFour oval ringsOne oval ring30s
- Q13The sketch drawn by the surveyor during reconnaissance showing the positions of stations survey lines and their directions and the important features is known as:Detailed planTracingMapKey plan30s
- Q14The use of an optical square is :To setting out a 45° angleTo measure the area of a planTo range a lineTo set out right angles30s
- Q15One of the methods to set out a perpendicular to the chain line is 3-4-5 method, another method identical to 3-4-5 method is6-8-96-8-102-3-44-6-830s