Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT ENGINEER CIVIL ARCHAEOLOGY/ASST ENGINEER CIVIL HEAD DRAFTSMAN CIVIL AGRICULTURE ENGINEERING WING' And exam conducted in the year 2015. And Question paper code was '143/2015'. 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.
Minimum reinforcement required in cither direction in slabs reinforced with high strength
deformed bars is :
வ 011 018
(0 0.15 @) 0.17
Structural steel of grade Fe410 A has ultimate tensile strength of :
മ 410 MPa (B) 328 MPa
(C) 300 MPa (D) 520 MPa
The diameter of bolt hole for a bolt of nominal size 12 mm is :
(4) 12.0 mm ൫) 12.5 mm
(ಲ) 13.0mm (D) 14.0 mm
Common hot rolled steel axial compression members fail by :
(ക) Gross section yielding (ए) Critical section rupture
(¢) Block shear (D) Flexural buckling
As per Indian Standards, the maximum bearing pressure at the column base should not
exceed the bearing strength equal to :
മ 008. ൪ 0458.
(@) 0.50 ६५. യു 0608.
A flat compression element of a‘cold formed steel section, stiffened at both edges parallel to
the direction of stress is called :
(A) Stiffened compression element (B) Unstiffened compression element
(C) Multiple stiffened element (D) Flat element
88. Failure by block shear at an end connection of a plate involves :
(4) Shear along two planes, tension along two planes
(B) Shear along one planes, tension along two planes
(C) Shear along two planes, tension along one plane
(D) Shear along one plane, tension along one plane
84. Which of the following decides the width of taxiway?
(ക) Tail width (B) Fuselage length
(C) Wheel base (D) Wing span of aircraft
143/2015 12 A