Kerala PSC Previous Years Question Paper & Answer

Title : I GRADE DRAFTSMAN ARCHITECTURAL PWD ARCHITECTURAL WING
Question Code : A

Page:9


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'I GRADE DRAFTSMAN ARCHITECTURAL PWD ARCHITECTURAL WING' And exam conducted in the year 2016. And Question paper code was '038/2016'. 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: 9 out of 12
Excerpt of Question Code: 038/2016

68.

69.

70.

11

72.

73.

74.

The value of the dismantled material less the cost of dismantling is called :
(ക Salvage value (B) Ratable value
(0) Book value (D) The scrap value

The weight of cement is generally taken as :

ಯ) 50kg (0) 45kg

(0) 60६४ ⋅ (D) 65kg
The volume of cement in one bag 18 :

(കര 006713 (B) 0.033 णः

قد 0.025 ‎(D)‏ خر 0.010 .)0(

The approximate weight of one cubic metre of mild steel is :
(A) 2400 kg 18) 14000 kg
(©) 7850kg D) 1000 kg

The amount required to be deposited by a contractor while submitting a tender is known as :
(ಗಿ) Fixed deposit (B) Caution deposit
(0 Security deposit (D) Earnest money deposit

In singly reinforced heams, steel reinforcement is provided in :
(ಗಿ) Tensile zone (18) Compressive zone
(0) Bath tensile and compressive zone (D) Neutral axis

“In a singly reinforced beam, the effective depth is measured from the compression edge to the :

(ಗಿ) Tensile edge (B) Centre of tensile reinforcement
(()) Neutral axis of the beam (D) None of these

The section in which concrete is not fully stressed to its permissible value when stress in
steel reaches its maximum value, is called :

(ಗಿ) Critical section (0) Balanced section
(0) Under reinforced section (D) Over-reinforced section

The deep beams are designed for :
(4) Shear force only
(8) Both shear force and bending moment only
(C) Bearing
(D) Bending moment only

11 038/2016
[P.T.O]

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