Kerala PSC Previous Years Question Paper & Answer

Title : DRAFTSMAN GRADE I KERALA STATE HOUSING BOARD
Question Code : A

Page:4


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'DRAFTSMAN GRADE I KERALA STATE HOUSING BOARD' And exam conducted in the year 2014. And Question paper code was '087/2014'. 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 10
Excerpt of Question Code: 087/2014

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Euler's equation is ideal for finding load carrying capacity of :
(A) Long column (0) Short column

‎Medium column (D) Eeccentric column‏ رھت

‎Point of contra tlexure is the point on beam where :
(ക) Shear force is zero
(B) Bending moment is zero
(C) Shear force is maximum
(D) Shear force and bending moment are zero

‎What it a beam of uniform strength?
(A) Beam with uniform cross section
ന) Beam with homogeneous material
(C) Beam with uniform loading over the entire span
(D) Beam with uniform fibre stress in all cross sections

‎What is the relationship between maximum shear stress and average shear stress over a
cross section of beam with rectangular section?

‎(A) Maximum shear stress = 2 x average shear stress
(B) Maximum shear stress = average shear stress

‎(C) Maximum shear stress = 1.5 x average shear stress
(D) Maximum shear stress = 3 x average shear stress

‎What is the core of section for column?
(A) Tnner area of cross section
(B) Loaded area of cross section
(0) Centre of cross section where load acts
(D) Area where load can be applied without tension on column face

‎Modular ratio of two materials is the ratio of :
(4) Linear strain to lateral strain (ए) Linear stress to linear strain
(C) Their Young's modulus values (D) Their modulus of rigidity values

‎The ratio of lateral strain to linear strain :
(ക) Young's modulus (B) Rigidity modulus
(C) Poisson’s ratio (D) Slenderness ratio

‎87/2014 6 A

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