MCQ type Objective Question Bank

Name of the Trade : Amin SurveyTrade Code : AMSVChoose the correct answer :

1. The survey where curvature of the earth is taken into account is known as (a) Plain Survey (b) Geodetic Survey (c) Geometric Survey (d) none of these2. For a accurate measurement of distances ---- is used (a) chain (b) invar tape (c) metallic tape (d) none of these3. Number of links in a meter of a metric chain is ------------- (a) 5 (b) 20 (c) 30 (d) none of these4. The most important line in a chain survey is (a) base line (b) check line (c) tie line (d) none of these5. The type of field book convenient for large scale and detailed dimension is (a) double line (b) single line (c) curved line (d) none of these6. ------- can be used for taking short offsets.

(a) ranging rod (b) offset rod (c) arrow (d) none of these7. --------------- scale is used to read up to three dimensions.

(a) plain (b) vernier (c) diagonal (d) none of these8. The principle of --------- surveying is to be divide the area into network of triangles.

(a) chain (b) compass (c) plain table (d) none of these9. Simpsons rule can be applied only if the number of ordinates are (a) even (b) odd (c) odd or even (d) none of these10. The reduced bearing of line-whose whole circle bearing is 270 is (a) S90W or N90W (b) N90E or S90E (c) S90E (d) none of these11. If the true bearing of line is 127 and declination is 2W the magnetic bearing equals (a) 125 (b) 127 (c) 129 (d) none of these12. In a prismatic compass, Zero is marked at ------ end.

(a) North (b) South (c) East (d) none of these13. Fore and back bearings of a line should differ by (a) 90 (b) 180 (c) 360 (d) none of these14. -------- meridian changes its position with lime.

(a) true (b) magnetic(c) arbitrary (d) none of these15. The sum of the interior angles of a closed hexagon is equal to (a) 360 (b) 540 (c) 720 (d) none of these16. The method of surveying where field work and plotting are done simultaneously is (a) chain survey (b) compass survey (c) plane table survey (d) none of these17. To locate an electric pole near the plane table station-methods the most suitable process is (a) Radiation (b) Intersection (c) Resection (d) Traversing

18. The method used for locating inaccessible objects is (a) Radiation (b) Intersection (c) Resection (d) Traversing

19. Setting the Plane Table instrument in meridian at successive stations is termed as (a) centering (b) leveling (c) orientation (d) none of these20. The smallest division on the standard leveling staff is equal to (a) 0.5m (b) 0.05m (c) 0.005m (d) none of these21. The 1st reading in leveling should always be taken on a(a) C.P. (b) F.S. (c) B.M (d) none of these22. Face right and face left observations eliminate the (a) graduation errors (b) eccentricity error (c) observational errors (d) none of these

23. Reading both the venires of a theodolite eliminates(a) eccentricity error (b) observational error (c) graduation error (d) none of these

24. If d is the smallest value of the main scale and u the smallest value of the vernier scale, the least count of the vernier is given by(a) d v (b) v d (c) d/v (d) d * v25. Fine adjustment in a theodolite is done by the (a) Focusing screw (b) Tangent screw (c) clamping screw (d) none of these

26. In a closed traverses, the algebraic sum of departure and latitude of all sides must be equal to (a) 90 (b)180 (c) 0 (d) none of these

27. The characteristic of Gales table is that the independent coordinates of all points are brought to (a) Fourth quadrant (b )First quadrant (c)Third quadrant (d) none of these

28. If n be the number of sides of the traverse, then the sum of measured exterior angles should be equal to (a) (2n-4)x 90 (b) (2n+4)x 90 (c) (n+4) x 90 (d) none of these

29. If ( be the RB of a line of length L, then departure is given by (a) Lcos( (b) Lsin( (c) Ltan( (d) none of these30. The prismatic compass reads(a) WCB (b) QB (c) true bearing (d) none of these31. The north end of the compass needle deflects downward in -------------- hemisphere.

(a) Northern (b) southern (c) Eastern (d) none of these32. At poles the magnetic dip is equal to (a) 0 (b) 90 (c) 180 (d) none of these33. If the fore bearing of a line is S40W the back bearing equals to (a) N40W (b)S40E (c)N40E (d)None of these34. The lines joining places of equal declination are known as(a) Hexagonic lines (b) Isogonic line (c) Ogonic lines (d) none of these35. A series of connected survey lines whose lengths and directions are known is known as (a) traverse (b) level (c) compass (d) none of these36. The inclination of the compass needle with the horizontal is known as (a ) dip (b) declination (c) bip (d )none of these37. Observations with a level are (a) angular (b) linear (c) curved (d) none of these38. Surface of a still water pond is a ----- surface. (a) ground (b) rough (c) level (d) none of these39. A bubble tube is a --- glass tube.

(a) straight (b) curved (c) opaque (d) none of these40. ------------- level is most commonly used now-a-days.

(a) Cushings (b) Automatic (c) Wye (d) Dumpy41. Invar staff is graduated to a (a) inch (b) meter (c) millimeter (d) foot42. The true bearing of line is also called its (a) magnetic bearing (b) arbitrary bearing (c) azimuth (d) none of these43. ( radian equals to (a) 0( (b) 90( (c) 180( (d) 360(44. With notations carrying their usual meanings the area of an embankment is given by (a) (b+2sh)h (b) (b+sh)h (c) (b+sh)h2 (d) (b+sh)h345. With notations carrying their usual meanings the prismoidal correction for a level section is given by (a) D*S/6(h1-h2)2 (b) D*S/6(h21 h22) (c) D*S/6(h1 +h2) (d) D*S/6(h2 1 h2)46. The vertical distance through which excavated earth is lifted is called (a) lift (b) lead (c) haulage (d) hand distance47. The horizontal distance through the excavated earth transported from the borrow pit to the embankment is known as (a) lift (b) hand distance (c) lead (d) haulage48. To obtain the correct volume using the trapezoidal rule the prismoidal correction should always be (a) added (b) mutiplied (c) divided (d) none of these

49. The BM established by the Survey of India is known as the (a) permanent BM (b) GTS BM (c) arbitrary BM (d) temporary BM50. The surface tangential to a level surface is said to be a (a) Vertical surface (b) Horizontal surface (c) Ground surface (d) Datum surface51. The north line of the map is marked on the (a) right hand bottom corner (b) middle bottom (c) left hand top corner (d) right hand top corner 52. Open traverse is suitable in the survey of (a) ponds (b) rivers (c) estates (d) open lands53. The accuracy of open traverse is checked by the (a) cut-off line (b) auxiliary line (c) random line (d) none of these54. Plain scale can only be used to read up to (a) one dimension (b) two dimension (c) three dimension (d) none of these

55. The last entry in a level book page will always be (a) BS (b) FS (c) IS (d) BM56. Mean sea level is a (a) Bench mark (b) Datum (c) Change Point (d) none of these

57. The BM established at each days end in a continuous levelling is known as the (a) permanent BM (b) GTS BM (c) Arbitrary BM (d) none of these58. The fundamental principle of surveying is to work (a) from part to the whole (b) from whole to the part (c) from lower level to higher level (d) from higher level to lower level

59. When 1cm on a map represents 10m on the ground, representative fraction of the scale is (a) 1/10 (b) 1/100 (c) 1/1000 (d) 1/10000

60. When the measured length is less than the actual length, the error is known as (a) positive error (b) negative error (c) compensating error (d) instrumental error

61. Cumulative error that occurs in chaining are proportional to (a) L (b) (L (c) 1/L (d) 1/(L62. A plumb bob is required (a) when measuring distances along slopes in a hilly country (b) for accurate centering of a theodolite over a station mark (c) for testing the verticality of ranging poles (d) all of these

63. Offsets may be (a) perpendicular only (b) oblique only (c) either a or b (d) none of these

64. Maximum length of short offsets is(a) 5m (b) 10m (c) 15m (d) 20m65. In optical square number of mirror is(a) 1 (b) 2 (c) 3 (d) 466. Back bearing of a line is 36(15(, the fore bearing will be (a) 36(15( (b) 126(15( (c) 216(15( (d) none of these

67. The vertical distance above or below the datum is called (a) height of instrument (b) reduced level of the point (c) bench mark (d) none of these68. A staff reading taken on a bench mark or on a point of known elevation is called (a) FS reading (b) BS reading (c) IS reading (d) none of these

69. The height of instrument is equal to (a) reduced level of bench mark + back sight (b) reduced level of bench mark + fore sight (c) reduced level of bench mark + intermediate sight (d) back sight + fore sight

70. Rise and Fall method is used in (a) Profile leveling (b) Differential leveling (c) Check leveling (d) both (b) & (c)

71. The U fork and Plumb bob are required for (a) Centering (b) Levelling (c) Orientation (d) all of these

72. The Principle of Plane Table survey is (a) parallelism (b) triangulation (c) traversing (d) all of these

73. The line joining points of equal elevation is known as a (a) horizontal line (b) contour line (c) level line (d) none of these

74. The contour interval is inversely proportional to the (a) steepness of the area (b) extent of the area (c) scale of the map (d) none of these

75. A theodolite in which the telescope can be revolved through a complete revolution in a vertical plane is known as a (a) Tilting theodolite (b) Transit theodolite (c) Vernier theodolite (d) none of these76. In the WCB system, a line is said to be free from local attraction if the FB and BB are (a) numerically equal only (b) differs by 90( (c) differs by 180( (d) none of these.

77. The operation of leveling from the finishing point to the starting point at the end of a days work is known as (a) differential leveling (b) profile leveling (c) check leveling (d) fly levelling.

78. The operation of leveling across any river is known as (a) differential leveling (b) profile leveling (c) reciprocal leveling (d) fly levelling.

79. A point on which the staff is held is called (a) Bench Mark (b) Station point (c) Change point (d) none of these.

80. Chain survey is suitable in (a) wooded area (b) flat area (c) hilly country (d) none of these.

81. A mouza map is prepared with a scale of (a) 16=1 mile (b) 1= 16 mile (c) 1cm = 16 mile (d) none of these.

82. A good surveyor should always try to achieve (a) accuracy (b) precision (c) both accuracy & precision (d) speed.83. In a theodolite traversing for land survey, the length of the traverse lines are generally measured with (a) steel tape (b) chain (c) invar tape (d) metallic tape.

84. In leveling, the first reading is greater than second reading. The difference of them will fall in the(a) Rise column (b) Fall column (c) either a or b (d) none of these.

85. When area of triangle is given by ((s(s-a)(s-b)(s-c), s stands for (a) perimeter of the triangle (b) half-perimeter of the triangle (c) longest side of the triangle (d) none of these.86. The length of Gunters chain is (a) 50 ft. (b) 100 ft (c) 66 ft (d) none of the above87. For ranging a line the number of ranging rods is at least (a) two (b) three (c) four (d) none of these.88. If ( be the angle of slope and L is the sloping distance, slope correction is given by(a) L(1-cos() (b) L(1-sin() (c) L(1-tan() (d) none of these89. A triangle is said to be well-conditioned when each of its angles lies between (a) 20( and 60( (b) 30( and 120( (c) 30( and 90( (d) none of these.90. The main survey stations are located on the ground by (a) Index sketches (b) Index map (c) Reference sketch (d) none of these.91. In are optical square, the mirrors are fixed at an angle of (a) 30( (b) 45( (c) 60( (d) none of these.92. For taking an oblique offset which makes an angle of 45( with the chain line, the instrument used is the (a) Optical Square (b) French Cross Staff (c) ranging rod (d) none of these.93. The included angles of the traverse are measured (a) clockwise (b) anticlockwise (c) either a or b (d) neither a nor b.94. Among the chain lines of a chain survey, base line is the (a) smallest (b) longest (c) either a or b (d) neither a nor b.95. Invar tape is graduated to a (a) millimeter (b) centimeter (c) inch (d) none of these.96. Empirical formula for calculating the error due to refraction is (a) 0.0785D2 (b) 0.0673D2 (c) 0.0112D2 (d) none of these.97. 3:4:5 is a method of (a) Triangulation survey (b) Making perpendicular offset (c) Levelling (d) none of these.

98. One mile is equal to(a) 2850 ft (b) 1760 ft (c) 5280 ft (d) none of these.99. The process of setting a survey instrument exactly over a station mark is termed as (a) Levelling (b) Centering (c) Orientation (d) none of these100. Parallax is an adjustment carried out in (a) Chain surveying (b) Levelling (c) Plane Table Surveying (d) none of these.101. Correction for Sag is always (a) positive (b) negative (c) either a or b (d) neither a nor b.102. One mile equals to (a) 60 Gunters Chain (b) 80 Gunters Chain (c) 100 Gunters Chain (d) none of these.103. If 1 chhatak = 45 sqft, then 1 Cottah equals to (a) 8 chhatak (b) 10 chhatak (c) 16 chhatak (d) 20 chhatak.104. The field details of chain survey are recorded in (a) Field Book (b) Level Book (c) Exercise Book (d) Survey Book.

105. The working principle of the optical square is (a) reflection (b) refraction (c) double reflection (d) none of these.

106. The preliminary inspection of the area to be surveyed is known as (a) Preliminary Survey (b) Reconnaissance Survey (c) Route Survey (d) none of these.107. The sketch prepared during the reconnaissance survey is known as (a) Hand sketch (b) Index sketch (c) Rough sketch (d) none of these.

108. One hectre is equal to (a) 10 sqm (b) 100 sqm (c) 1000 sqm (d) 10000 sqm109. One acre equals to (a) 1050 sqm (b) 7200 sqm (c) 4020 sqm (c) none of these.

110. The lenth of a standard arrow is (a) 30 cm (b) 40 cm (c) 50 cm (d) 60 cm.

111. The length of Engineers Chain is (a) 60 ft (b) 66 ft (c) 100 ft (d) 150 ft

112. The working edge of the alidade is(a) working edge (b) fudicial edge (c) parallel edge (d) none of these.113. Swinging means turning the telescope of a theodolite in a (a) vertical plane (b) horizontal plane (c) either a or b (d) one of these

114. The usual length of a ranging rod is (a) 1.5m (b) 1.8m (c) 2.0m (d) 2.5m

115. The closing error in a closed traverse is adjusted by (a) Lehmans rule (b) Bowditch rule (c) Slide rule (d) none of these

116. The line of collimation and the axis of telescope of a dumpy level should (a) coincide (b) be parallel (c) be perpendicular (d) none of these

117. By arithmetical check in a level book, we can ensure the accuracy of (a) field work (b) calculation (c) both a & b (d) none of these

118. To eliminate collimation error, the leveling instrument must be placed(a) near the BS (b) near the FS (c) exactly midway between BS & FS (d) none of these119. The real image of the object is formed (a) in the plane of cross-hair (b) at the centre of the eye-piece (c) at the centre of the telescope (d) none of these.120. Reciprocal leveling eliminates (a) Error due to curvature & refraction (b) Collimation error (c) both a & b (d) none of these121. The size of a vernier theodolite is defined according to the (a) length of telescope (b) diameter of horizontal circle (c) diameter of vertical circle (d) diameter of telescope

122. Lines AB & BC intersect at B and (B is measured by theodolite, the deflection angle of line BC will be (a) 90( - (B (b) 90( + (B (c) 180( - (B (d) 180( + (B

123. The size of field book used in chain survey is (a) 15cm X 10cm (b) 30cm X 12 cm (c) 40cm X 20cm (d) 20cm X 12cm

124. The graduated ring of a theodolite is divided in 360( and each degree is divided in three divisions. To measure angles to an accuracy of 10seconds, the vernier to be made as: (a) 119 divisions to be made for 120 main scale divisions (b) 120 divisions to be made for 119 main scale divisions (c) 120 divisions to be made for 60 main scale divisions (d) none of these.

125. The accessory used to check the horizontality of any instrument is (a) compass (b) spirit level (c) plumb bob (d) none of these

126. If a line measured with a chain which is longer than its designated length, the correct distance of the line will be (a) longer than the measured length (b) smaller than the measured length (c) equal to the measured length (d) none of these

127. The distance between two consecutive tallies in a metric chain is (a) 1m (b) 3m (c) 5m (d) 10m

128. In chain survey, the line joining the apex of a triangle to some fixed point on the opposite side is known as (a) base line (b) tie line (c) check line (d) offset129. The missing station of the ground survey can be found out with the help of(a) Key plan (b) reference sketch (c) arithmetic calculation (d) none of these130. Compass traverse is recommended where (a) at least forward and backward stations are visible (b) area not affected by magnetic attraction (c) speed of the work with accuracy is prime consideration (d) all of these

131. In length measurement sag of the chain is a (a) compensating error (b) cumulative error (c) either a or b (d) neither a nor b

132. Trapezoidal rule for computation of area is applicable when number of ordinates are (a) odd (b) even (c) either a or b (d) neither a nor b 133. Method of contour interpolation is (a) arithmetical calculation (b) eye estimation (c) graphical method (d) all of these

134. Equally spaced contour lines indicate (a) valley (b) ridge (c) either a or b (d) neither a nor b135. The smallest distance on the paper which can be distinguished in plotting is (a) 0.025mm (b) 0.25mm (c) 2.5mm (d) 25mm

136. Reduced bearing of a line can be estimated directly from \

(a) Prismatic compass (b) Surveyors compass (c) Trough compass (d) none of these137. Larger is the radius of curvature of a bubble tube, greater is the (a) accuracy (b) precision (c) sensitiveness (d) none of these

138. With the help of a Tacheometer we can measure (a) Elevation of points (b) horizontal angles (c) vertical angles (d) none of these

139. A series of closed contours on the map indicates (a) hill (b) depression (c) either a or b (d) neither a nor b

140. Levelling deals with measurements in (a) horizontal planes (b) vertical planes (c) either a or b (d) neither a nor b.

141. The angle subtended by the tangent points at the centre is equal to (a) degree of curvature (b) intersection angle (c) deflection angle (d) none of these

142. Tangent length of a simple circular curve is given by (a) Rsin(/2 (b) 2Rsin(/2 (c) Rsec(/2 (d) Rtan(/2

143. The F.B. of a line is N15(30(W, the back bearing of the line in W.C.B. system will be (a) 15(30( (b) 195(30( (c) 164(30( (d) 344(30(144. The W.C.B.of a line is 94(30(, the R.B. will be (a) N4(30(W (b) S4(00(E (c) S4(30(W (d) S85(30(E

145. Oblique offset requires ----------- number of points of chainage. (a) one (b) two (c) three (d) four

146. Which one of the following statements is correct?(a) Compass survey is not affected by local attraction (b) Quadrantal bearing and reduced bearing bear same meaning (c) There is no difference between true bearing and magnetic bearing (d) All the statements a, b & c are correct.

147. The type of offsets that can be taken with an optical square is (a) perpendicular (b) oblique (c) either a or b (d) neither a nor b

148. How many acres will be equal to 100 hectre ? (a) 100 (b) 150 (c) 250 (d) 1000.

149. If 1 cum of cement weighs 1440 kg, volume of 1bag of cement is (a) 0.03 cum (b) 0.034 cum (c) 0.3 cum (d) none of these.

150. Full form of P.W.D. is (a) Public Weather Department (b) Public Water Department (c) Public Works Department (d) Public Workers Department. Bengali Version

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2. cla eMya ih jfa ----------- hhqa quz

(a) Qe (b) Ceil Vf (c) dah Vf (d) LeVC eu

3. HLV jVL Qel fa jVl ml pwM qm -----------z

(a) 5 (b) 20 (c) 30 (d) LeVC eu

4. Qe pil phQu EMkN lMV qmz

(a) hp mCe (b) QL mCe (c) VC mCe (d) LeVC eu

5. hs fMefM jfSLl Se EfkN g hL qmz

(a) Xhm mCe (b) pm mCe (c) LiX mCm (d) LeVC eu

6. ----------hhqa qu RV AgpVl Sez

(a) lw lX (b) AgpV lX (c) Hl (d) LeVC eu

7. ---------m hhqa qu HL - pqpwn fk fW Llaz

(a) fe (b) ieul (c) XuNem (d) LeVC eu

8. pjN rVL iSLa SmLhep iN Ll qm------- pil jmea

(a) Qe (b) Lfp (c) feVhm (d) LeVC eu

9. pfpep lm hhql Ll ku kc LVl pwM quz

(a) Ss (b) hSs (c) hSl Abh Ss (d) LeVC eu

10. HLV lMl qm pLm hulw 270 qm al liESX hulw quz

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11. HLV lMl V hglw 127 Hhw XLene 2W qm jNeVL hglw qh

(a) 125 (b) 127 (c)129 (d) LeVC eu

12. HLV fSjVL Lfp Sl mM bL ----------- cLz

(a) El (b) cre (c) fh (d) LeVC eu

13. Le lMl gl J hLhulw Hl agv qJu EQa

(a)90 (b)180 (c) 360 (d) LeVC eu

14. -------------- jlXum pjul p e flhae Lle

(a) V (b) jNeVL (c) BlhVl (d) LeVC eu

15. HLV osiSl Ax LeJml pj qm

(a) 360 (b) 540 (c) 720 (d) LeVC eu

16. k pi faa gJuL Hhw fVw - HLpb Ll qu pV qm

(a) Qe pi (b) Lfp pi (c) fe Vhm pi (d) LeVC eu

17. feVhm pi Vnel LR HLV CmLVL fmL Qqa Lla phQu

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(a) lXune (b)CVlpLne (c) lpLne (d) Vipw

19. fe Vhm L fl fl Vnemla jlXue fe Lll fa qm

(a) pVlw (b) mimw (c) JluVpe (d) LeVC eu

20. HLV VX mimw Vgl raj iNl jf qm

(a) 0.5j (b) 0.05j (c) 0.005j (d) LeVC eu

21. mimw - H fbj lXwV eJu qu k e pV qm

(a) C.P (b) F.S (c) B.M (d) LeVC eu

22. gp mgV J gp lCV fkhre k cl Lll Se a qm

(a) NSune Hll (b) CLpVpV Hll (c) AhSlinem Hll (d) LeVC eu

23. buXmCVl cV ieul LC fsqu ejmMa clLlel Se

(a) CLpVpV Hll (b) AhSlinem Hll (c) NSune Hll (d) LeVC eu

24. kc je ml raj iN qu 'd' Hhw ieul ml raj iN qu 'u' ah

ieul - Hl m LEeV qh

(a) d - u (b) u-d (c) d/u (d) d*U

25. buXmCVl gCe HXSVje Ll qu Hl l

(a) gLpw (b) VeSV (c) Ljfw (d) LeVC eu

26. HLV h hiSl phLV hl mV QX J XfQl Hl hSNeaL kNgm qm

(a) 90 (b) 180 (c) 0 (d) LeVC eu

27. Nmp Vhm Hl hn qm S phLV hcl de eL Be qu

(a) Qab LuXV (b) fbj LuXV (c) aau LuXV (d) LeVC eu

28. kc hiSl hl pwM qu n , hqx Le Jml pj qm

(a) (2n - 8) x 90 (b) (2n + 8) x 90 (c) (n + 8) x 90 (d) LeVC eu

29. Le lMl RB '' J cO 'L'qm, XfQl qh

(a) Lcos (b) Lsin (c) Ltan (d) LeVC eu

30. fSjVL Lfp bL fJu ku

(a) WCB (b) QB (c) V hulw (d) LeVC eu

31. HLV Lfp nmLl El f AdxjM qu -----------Nmdz

(a) El (b) crZ (c) fh (d) LeVC eu

32. jla jNeVL Xfl je qm

(a) 0 (b) 90 (c) 180 (d) LeVC eu

33. Le lMl gl hulw s 40 W qm hL hulw qh

(a) N40 W (b) s 40 E (c) N 40 E (d) LeVC eu

34. pj XLene hn SuNmL kNLl lM qm

(a) qNeL mCe (b) BCpNeL mCe (c) JNeL mCe (d) LeVC eu

35. flfl pwk plmlM kml cO Hhw cL Se, aL hm

(a) Vip (b) mim (c) Lfp (d) LeVC eu

36 AeijL aml pb Lfpl nmL k Le al Ll, aL hm

(a) Xf (b) XLene (c) hf (d) LeVC eu

37. mim l fkhrem qm

(a) LeL (b) lbL (c) h (d) LeVC eu

38. l Smhn fLll Eflam qm -------------am

(a) r (b) Apje (c) mim (d) LeVC eu

39. hhm VEh qm HLV --------------LyQl VEh (a) pS (b) h (c) AR (d) LeVC eu

40. ------------mim Ccew phQu hn hhqa quz

(a) Ljwp (b) AVjVL (c)JuC (d)Xf

41. Ceil Vgl iNml HLL qm

(a) C (b) jVl (c) jmjVl (d) gV

42. Le lMl V hulw L hm qu al

(a) jNeVL hulw (b) BlhVl hulw (c) HSjb (d) LeVC eu

43. lXuel pje qm (a) 0 (b) 90 (c) 180 (d) 360 44. pQlQl hhqa eVne l fLna HLV hydl rgm qm (a) (b+2sh)h (b) (b+sh)h (c)(b+sh)h2 (d) (b+sh)h3

45. fQma eVne l fLna mim pLnel fSjuXm LlLne qm

(a) D*S/6(h1-h2)2 (b) D*S/6(h12-h22) (c) D*S/6(h1+h2) (d) D*S/6(h12-

h22)

46. jV LVl fl aL E ih kaMe am qu aL hm

(a) mgV (b) mX (c) qmS (d) q XpVep

47. jV LVl SuN bL hyL fk AeijL am kaV hu eu kJu qu aL hm

(a) mgV (b) q XpVep (c) mX (d) qmS

48. VfSuXm pl pqk pWL Buae hl Lla fSjuXm LlLne phc -------

Lla qhz

(a) kN (b) e (c) iN (d) LeVC eu

49. pi Ag Cu l BM L hm qu

(a) fjeV BM (b) GTS BM (c) BlhVl BM (d) Vfll BM50. mim aml fnL amL hm qu

(a) Em am (b) AeeijL am (c) ijam (d) XVj am

51. jf El cL ecnL lMV Aa qu

(a) XecL eQl Le (b) eQ jTMe (c) Efl hjcL (d) Efl XecL

52. Jfe VXp ejmMa pi LSl EfkN

(a) fLl (b) ec (c) HVV (d) Mm Sj

53. Jfe VXp Hl pWLa elfe Ll qu Hll

(a) LV - Ag mCe (b) Aml mCe (c) leXj mCe (d) LeVC eu

54. fe m l fs ku ---fk

(a) HL cnjwn (b) HL nawn (c) HL pqpwn (d) LeVC eu

55. Le mim hL fau no mCe mM qh

(a) BS (b) FS (c) IS (d) BM

56. je p mim qm HLV

(a) hjL (b) XVj (c) Q fuV (d) LeVC eu

57. Le Qmje mimw LS faL cel no k BM fe Ll qu aL hm

(a) fjeV BM (b) GTS BM (c) BlhVl BM (d) LeVC eu

58. piuw Hl jmea qm

(a) Awn bL pjNa LS Ll (b) pjN bL Awn LS Ll (c) eQ bL Efl

(d) Efl bL eQ

59. kc ijl 10j claL 1pj Hl pqk fLn Ll qu, ah m lfSVVi

gl qh

(a) 1/10 (b) 1/100 (c) 1/1000 (d) 1/10000

60. kMe hh cOl ameu eJu RV qu aMe HLL V qh

(a) fSVi (b) eNVi (c) LfepVw (d) CeVjVm

61. Qe pia k LEjmVi Hhw qu a HVl pjefaL

(a) L (b) L (c) 1/L (d) 1/L

62. f hl fuSe qu

(a) fqs HmLu ea hlhl jf ea (b) Le Vnel Efl pWL ih

buXmCV hpa (c) lw fml Ea flM Lla (d) phm ElC pWL

63. AgpV qa fl

(a) d m (b) d LeL (c) a Abh b (d) LeVC eu

64. nV AgpVl pQ cO qa fl

(a) 5 j (b) 10 j (c) 15 j (d) 20 j

65. AfVLm ul H Buel pwM

(a) 1 (b) 2 (c) 3 (d) 4

66. Le lMl hLhulw 3615' qm glhulw qh

(a) 3615' (b) 12615' (c) 22615' (d) LeVC eu

67. XVj- Hl Efl h eQ E cla L hm qu

(a) qCV Ag CeVjV (b) I hcl lXEpX mim (c) hjL (d) LeVC eu

68. hjL h Le hc kl lXEpX mim Se al Efl Vg lXw eJu qm

pV qh

(a) FS lXw (b) BS lXw (c) IS lXw (d) LeVC eu

69. qCV Ag CeVjV eQlVl pje

(a) hjL Hhw lXEpX mim + hLpCV (b) hjL Hhw lXEpX mim +

glpCX (c) hjL Hhw lXEpX mim + CVlpCX (d) hLpCV +

glpCX

70. lCp H gm jbX hhql Ll qu eQlVa

(a) fgCm mimw (b) Xglpum mimw (c) QL mimw (d) M J N

HL

71. U gL J fhh hhql qu HC LS

(a) pVlw (b) mimw (c) JluVHne (d) phmC pWL

72. fe Vhm pil jmea qm

(a) flmmpj (b) Vmne (c) Vipw (d) phmC pWL

73. pjEQa hn hcmL kNLl lML hm

(a) qlSVm mCe (b) LVl mCe (c) mim mCe (d) LeVC eu

74. LVl CeVlim ejmMaVl hefaL

(a) Sjl MsCil (b) Sjl ha (c) jfl m (d) LeVC eu

75. k buXmCVl VmfVL E am HLV pfe fL cJu ku aL hm

(a) VmVw buXmCV (b) VeSV buXmCV (c) ieul buXmCV (d) LeVC

eu

76. WCB hhu HLV lM L mLm HVLne k hm qh kc al FB Hhw BB

qu

(a) flflL pjjel (b) flfll jel agv 90 (c) flfll jel agv

180 (d) LeVC eu 77. Le mimw LS cel no no hc bL fbj hc gl BpL hm

(a) Xglpum mimw (b) fgCm mimw (c) lpfLm mimw (d) gC

mimw

78. Le ecL fl Ll k mimw Ll qu aL hm

(a) Xglpum mimw (b) fgCm mimw (c) lpfXm mimw (d) gC

mimw

79. k hca Vg dl qu, aL hm

(a) h jL (b) Vne fuV (c) Q fuV (d) LeVC eu

80. Qe pi ejmMa r hno EfkN

(a) Sm HmL (b) pjam HmL (c) fqs HmL (d) LeVC eu

81. jS jf pdlZa ejmMa m ByL qu

(a) 16"=1jCm (b) 1"=16jCm (c)1pj=16jCm (d) LeVC eu

82. HL Se piul k ASe Lla Qu a qm

(a) ALlp (b) fpue (c) ALlp J fpue EiuC (d) fX

83. Le buXmCV pia lMml cO pdlZa jf qu

(a) Vm Vf (b) Qe (c) Ceil Vf (d) dah Vf

84. Le mimw Hl fbj lXw auVl bL hs Eiul agvVL gm qh

(a) lCp Lmj H (b) gm Lmj H (c) a Abh b (d) LeVC eu 85. Le HCiSl rgm s(s-a)(s-b)(s-c) qm s Hl je qm

(a) iSl flpj (b) iSl Ad-flpj (c) iSl phhqv h (d) LeVC eu

86. Vl Qel cO qm

(a) 50 gV (b) 100 gV (c) 66 gV (d) LeVC eu

87. Le lML lw Lla lw lXl phej pwM

(a) cC (b) aeV (c) QlV (d) LeVC eu

88. kc qu eaLe J L qu Na hlhl cO, ah eal LlLne qhz

(a) L(1-cos) (b) L(1-sin) (c) L(1-tan)(d) LeVC eu

89. Le iSL Jum - LneX hm qh kc Hl Le ml pj qu

(a) 20 J 60 (b) 30 J 120 (c) 30 J 90 (d) LeVC eu

90. Sja fde pi Vnem Qqa Ll qu, Hl l

(a) CeX Q (b) CeX jf (c) lglep Q (d) LeVC eu

91. AfVLm ul BuecVl jd flflL LeL jf

(a) 30 (b) 45 (c) 60 (d) LeVC eu

92. Qe mCel p 45 Le Ll k AgpV al jf ea k k hhqa qu

(a) AfVLm ul (b) hVg (c) lw lX (d) LeVC eu

93. Le hiSl A Lem jf qu

(a) Oll LyVl cL (b) Oll LyVl hffa (c) L Abh M (d) LeVC eu

94. Qepil Qe mCeml jd hpmCe qm

(a) raj (b) hqaj (c) a Abh b (d) LeVC eu

95. Ceil Vfl eeaj jfV Ll bL

(a) jmjVl (b) pVjVl (c) Ca (d) LeVC eu

96. faplZ Sea Vl NeaL gjm qm

(a) 0.0785D2 (b)0.0673 D2 (c)0.0112 D2 (d) LeVC eu

97. 3 x 4 x 5 pV hhql Ll qu

(a) Vmne pia (b) m AgpV (ll Se) (c) mimw (d) LeVC eu

98. HL jCm pje

(a) 2850 gV (b) 1760 gV (c) 5285 gV (d) LeVC eu

99. HLV Vnel Efl E ih HLC am pi CeVjeV L hpel ej

(a) mimw (b) pVlw (c) JluVne (d) LeVC eu

100. flmLp HXSjV Ll qu HC r

(a) Qe pi (b) mimw (c) fe Vhm pi (d) LeVC eu

101. pN LlLne phc

(a) fSVi (b) eNVi (c) L Abh M (d) LeVC eu

102. HL jCm pje

(a) 60 V Vl Qe (b) 80V Vl Qe (c) 100V Vl Qe (d) LeVC

eu

103. kc 1 RVL = 45 ul gV, ah 1 LW pje

(a) 8 RVL (b)10 RVL (c)16 RVL (d) 20 RVL

104. Qe pil gl MyVeV mM lM qu

(a) ghL (b) mim hL (c) HupCS hL (d) pi hL

105. AfVLm ul Hl jm Lkea qm

(a) fagme (b) faple (c) - fagme (d) LeVC eu106. pi LSl fbjL fkhrZl ej

(a) fmjel pi (b) lLLeCSne pi (c) lV pi (d) LeVC eu

107. lLLeCSne pia k Q al Ll qu aL hm

(a) q Q (b) CeX Q (c) lg Q (d) LeVC eu

108. HL ql pje

(a)10 h j (b)100 h j (c)1000h j (d)10000 h j

109. HL HLl pje

(a)1050 h j (b)7200 h j (c) 4020 h j (d) LeVC eu

110. fje pCel Hll jf qm

(a) 30 pj (b) 40 pj (c) 50 pj (d) 60 pj

111. Ceup Qel cO qm

(a) 60 gV (b) 66 gV (c)100 gV (c)150 gV

112. HmXXl LkLl cLVL hm

(a)LkLl HS (b)gEXpum HS (c) pjlm HS (d) LeVC eu

113. pCw qm buXmCVl Vmf VL Ole

(a) Em am (b)AeijL am (c) a Abh b (d) LeVC eu

114. lw lXl fQma qm

(a)1.5 j (b)1.8 j (c) 2.0 j (d) 2.5 j

115. h hiSl LSl Hll cl Ll qu - (a) mje euj (b)hXQ euj (c)pCX euj (d) LeVC eu

116. Xf miml mCe Ag Lmjne J Vmf Ag qJu EQa

(a) HLC (b) pjlm (c) flfl m (d) LeVC eu

117. mim hLl HlbjVL QLl pqk ejmMaVl pWLa cM eu

(a) g JuL (b) LmLmne (c) a J b cVC (d) LeVC eu

118. Lmjne Hll cl Lla mimw kVL lM EQa

(a) BS Hl LR (b) FS Hl LR (c) BS J FS Hl WL jT (d) LeVC eu119. hl fLa fah al qu

(a) n qul - Hl am (b)BCfpl Lc (c)Vmfl Lc (d) LeVC

eu

120. lpfLm mimw cl Ll

(a) ha J faplZ Sea V (b)Lmpne V (c) L J M EiuC (d) LeVC eu

121. ieul buXmCV Hl jf hma hTu

(a) Vmf Hl cO (b)AeijL hl hp (c)E hl hp (d)Vmf

Hl hp

122. AB J BC lM B hca jma qu Hhw