Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT PROJECT ENGINEER KLDC LTD
Question Code : A

Page:4


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT PROJECT ENGINEER KLDC LTD' And exam conducted in the year 2015. And Question paper code was '142/2015'. Medium of question paper was in Malayalam or English . Booklet Alphacode was 'A'. Answer keys are given at the bottom, but we suggest you to try answering the questions yourself and compare the key along wih to check your performance. Because we would like you to do and practice by yourself.

page: 4 out of 12
Excerpt of Question Code: 142/2015

22. Which of the following statement is FALSE?
(A) Correction for sag 18 always negative
(B) Correction for slope is always negative
(0) Correction for pull can be positive or negative
(D) Correction for temperature is positive if the temperature during measurement is
less than the standard temperature
23. A survey line is 100 m long and has a bearing of 210°. The departure of this survey line is :
(ക) + 50.000 पप (8) - 50.000 ए
(€) + 86.602 ण (D) -86.602m
24. 16۸ ‏عز‎ 8۴ 8 30°W and AC is N 30° W, the included angle BAC will be :
(ക) 120 (®) 60
(0 240 യ) None of the above
25. ‘Orientation’ of a plane table refers to the process of :
(A) Keeping the plane table at successive stations facing the first station
(3) Keeping the plane table along NS dircction
(0) Keeping the plane table parallel to the position it occupied at previous station
(D) Keeping the plane table parallel to the base survey line
26. A person 1.684 m tall stands on a beach. The maximum distance visible to him towards the
sea will be :
(^) 5 7 B 25km
© 5km . D) 25m
27. The least reading that can be taken with the help of a leveling staff is :
3 0.005 m ര 0.005 cm
(0 0.05m (D) None
28. If Al, A2, A3, A4 and A5 represent the areas of cross-sections of an embankment at a
distance of D between them, the Prismoidal formula for calculating its volume will be :
(A) D/3[A1+2A2+4A3+2A4+A5] (B) D/3[A1+4A2+2A3+4A4+A5]
(C) DI2[A1+2A2+4A3+2A4+A5] @) 2/2 [41+ 4.42 + 2443 + 4 ^4 + 46]
29. The prismoidal correction for a level section with depths of cutting ‘h’ and ‘H’ at a काथय of
‘D’ apart with side slopes ‘s’ and will be :
(&) 0831-87 ®) Ds/3[h-H]
© 08/6 [1-3 യ 046148]
142/2018 6 A

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