SURVEYING 2nd Year





1       The function of theodolite is to measure

A       A         horizontal angle          

B         vertical angle              

C         deflection angle        

D         all of these

2       The other name of horizontal axis of theodolite is

B       A         Z – axis                     

B         trunnion axis                      

C         zero axis                  

D         none of these

3       The axis of rotation of telescope in the horizontal plane is called

B       A         horizontal axis                   

B         vertical axis 

C         trunion axis             

D         none of these

4       Rotating telescope of theodolite through 180 degree in vertical plane is called

B       A         rotating                    

B         transiting                 

C         centering                 

D         swinging

5       At the time of measurement of angle bubble axis of theodolite should be at such condition with respect to its vertical axis

C       A         coincident               

B         parallel                     

C         normal                      

D         any one           

6       Latitude is determined by the formula

B       A         Lx sin θ                    

B         Lx cos θ                   

C         L/ sin θ                      

D         L/ cos θ

7       The formula to calculate the departure of a survey line is

A       A         l sin θ            

B         l cos θ                       

C         l tan θ            

D         l sin θ/ cos sin θ

8       If line of collimation is horizontal then vertical angle will be

C       A         30 degree                

B         60 degree                

C         90 degree                

D         0 degree

9       Method of ensuring the inter – visibility of two survey stations

A       A         similar triangles                 

B         similar chords                    

C         tangent line               

D         all of these

10     Maximum angle in well – conditioned triangle is

A       A         120 degree  

B         180 degree              

C         130 degree  

D         30 degree

11     Correction for pull may be such nature

C       A         positive                    

B         negative                   

C         both              

D         none of these

12     Length of base line in secondary triangulation in miles is

C       A         20 – 25                      

B         10 – 15                      

C         ½ - 2              

D         15 – 20

13     Length of base line in secondary triangulation in miles is

C       A         5 – 10            

B         10 -15            

C         1 – 3              

D         15 – 20

14     Formula to calculate correction for temperature while measuring base line is

ANS    (Tm – To ) aL

15     Formula for correction of slope is

B       A         Cg = h2/2l                 

B         Cg = h/2l                   

C         Cg = h/l                     

D         Cg = h2/l

16     Slope correction is denoted

B       A         positive                    

B         negative                   

C         both a and b                       

D         none of these

17     The curve which is introduced at the point of change of gradient is called

C       A         simple curve                       

B         transition curve                 

C         vertical curve                                      

D         compound curve

18     On reducing the radius of a curve the value of super- elevation will

A       A         increase                   

B         decrease                  

C         not change              

D         a and b

19     The formula to calculate shift of a curve is

B       A         24R/L2                       

B         L2/24R                       

C         24R2/L                       

D         L2/24R2

20     Length of chord =

A       A         2R sin θ/2                 

B         R sin θ/2                   

C         R sin α                      

D         2R sin α

21     Tangent length is calculated by the formula

C       A         2R tan φ                   

B         R tan φ                     

C         R tan φ/2                  

D         2R tan φ/2  

22     Curve of varying radius is called

C       A         simple curve                       

B         compound curve               

C         transition curve                                         

D         vertical curve

23     An ideal transition curve is also known as

C       A         clothoid curve                    

B         cubical curve                      

C         parabolic curve                                         

D         spiral curve

24     Formula x3/6RL given the value of

B       A         spiral angle             

B         deflection angle                 

C         off – set                    

D         sub chord

25     Permissible value of centrifugal ratio for roads is

C       A         1/8                  

B         ½                    

C         ¼                    

D         1/6

26     Centrifugal ratio (CR) for railways is

B       A         ¼                   

B         1/8                

C         1/6                  

D         1/10

27     Formula 5730/D gives

A       A         radius of curve                   

B         central angle                       

C         tangent length                                   

D         deflection angle

28     Vertical curve is designed on the bases of

C       A         radius of curve                                           

B         minimum sight distance                                                           

 C        change of gradient                           

D         speed of car

29     1 radian is equal to

A       A         180 / /\                       

B         /\ / 180                       

C         360 / /\                       

D         /\ / 90

30     Driving pegs at the corners of plan of a structure on the ground is termed

D       A         layout                       

B         alignment                

C         marking                    

D         setting out

31     GPS means

ANS    global positioning system

32     True bearing is observed with

D       A         prismatic compass                       

B         theodolite                

C         total station             

D         G.P.S

33     Record of speed of vehicle and time consumed travelling can be determined in this mode of G.P.S

D       A         location mode                    

B         menu mode             

C         map mode                                               

D         compass mode

34     Ture co-ordinates can be observed with

B       A         magnetic compass                       

B         G.P.S                   

C         total station             

D         theodolite

35     Single prism can be used to measure upto the distance

A       A         1400 m                      

B         2000 m                      

C         2500 m                      

D         4000 m

36     Distance can be measured with total station using triple prism

B       A         1400 m                      

B         2000m                       

C         2400 m                      

D         3000 m

37     Height of a building is measured with total station in a program

A       A         MLM              

B         REM              

C         EDM              

D         RED

38     Coordinates of a point are measured with

B       A         theodolite                

B         total station             

C         distance meter                   

D         level

39     By default coordinate of occupied station are shown by total station as

A       A         ( 0 0 0)                       

B         (0 0 90)                      

C         (0 90 90)                   

D         90 90 90

40     In a co-ordinate (N E Z) leveling component is

A       A         Z                     

B         E                    

C         N                    

D         all of these 

 

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