Date of Test : 04.06.2015 Medium of Questions: English Question Paper Code: 105/2015 Exam Name: Tradesman - Police - Masonary - Telecommunication PSC Tradesman - Police - Masonary - Telecommunication Examination Previous Year Question Paper www.pscnet.in fb.com/pscnet.in Join PSC WhatsApp Broadcast List : 90747 20773
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PSC Tradesman - Police - Masonary - Telecommunication ... · L7. The brick laid with.its length parallel to the face of the wall is called a : u. 19. A brick which is half ae wide
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1. The type of pointing in which the mortar is pressed in to the raked joints and finished offflush with the edges ofthe bricks or stone is called:
(A) Flush pointing
(C) Stuck pointing@) Tuck pointing
The pointing which is extensively used in brick work and stone masonry (on face) is :
(B) Tuck pointing
(D) Flush pointing
The process of filling up all nail holes, cracks etc. with putty is known as :
(A) Stuck pointing
(C) V-grooved pointing
(A) Finishing
(C) Knotting
(A) Verge
(c) Hip
A fine aggregate ie one whose particles area of size :
(A) Below 4.75 mm (B)
(C) 6.75 mm (D)
A coarse aggregate is one whose particle are of size :
(A) Below 4.75 mm
(C) Above 6.75 mm
. (D) V-grooved pointing
(B) Stopping
(D) None
A block of stone or masonry prwided under the end of tie beam to spread the load from theroof over a large area of bearing is called :
(B)
(D)
Template
Gable
4.75 mm
Above 6.75 mm
@) 6.75 mm
(D) 4.75 mm
A
The arch consisting of fully dreeged stohes, is called :
(A) Rubble arch
(C) Gauged arch
(B) Axed arch
@) Asblar arch
lP.r.o.l
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(A) 1:4:8
(C) 1:3:6
10. Mortar mix ueed for the brick masonry work is :
(A) l:6 (B) 1:10
(C) 1:8 (D) L:Irz
11. The filli4g in cavities with cement slurry is known aq:
(A) Gunniting (B) Beam fllling
(C) Grouting (D) CoPing
12. A retaining wall may be built in :
(A) Dry stone masonry
(c) P.c.c.
(A) Raking Bond
(C) Facing Bond
106/2015
@) . 1:5:10
. r (D) L:L%:3
(B) R.C.C.
@) All the above
(B) Dutch Bond
@) Heading Bond
13. 6 lggeining wall is commonly required in the construction of :
(A) Residential Building (B) Hill Roads
(C) Allthe above (D) None oftheee
14. A str€tcher bond is usually used for :
(A) Half brick wall (B) 1% brick wall
(C) Two brick wall (D) One brick wall
. 16. A bond consisting of heading and stretching course so arranged that one heading course
comea after several stretching courses, ie :
A4
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16. A brick which is cut in such a way that the width of its one end is half that of a full brick, is' called:
. (A) Mitred closer
(C) Queen closer
(A) Closer
(C) Stretpher
its stability, is known as :
(A) Jacking
(C) Underpinning
(A) Bitumen Sheeting
(C) Cement Concrete
(A) Jaclting
(C) Underpinning
(B) Bevelled closer
@) King closer
(B) Course
@) Header
(B) King closer
@) Mitred closer
(B) Course
@) Closer
(B) Plastic Sheeting
(D) None of the above
(B) Scaffolding
@) Shorine
(B) Scaffolding
(D) Shoring
(B) Jaiking
@) Shoring
L7. The brick laid with.its length parallel to the face of the wall is called a :
u.
19.
A brick which is half ae wide as a firll brick, is called :
(A) Queen closer
(C) Bevelleil closer
The brick laicl with its length perpendicular to the face of the wall is called a :
20.
(A) Header
(C) Stretcher
For D.P:C. at plinth level, the commonly adopted material is :.
22. The arrangements of supports provided underneath the existing structure without disturbing
23, A temporary rigid structure having platforms raised up as the builfing increases in height, iscalled :
(A) Scaffolding
. (C) Unilerpinning
105/2015tP.r.o.1
A
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24. For a building on. the side of a busy street where the ordinary scaffolding will obstruct thetraffic on road, the type of scaffolding provided is :
(A) Steel scaffold (B) Needle scaffold
(C) Mason's scaffold (D) Brick layer's scaffold
26. The cavity wall is generally provided for :
(A) Heat insulation (B) Second insulation
(C) Preventing dampness (D) AX the above
26. The increase in volume of sand due to presence of surface moisture up to some extent iscalled:
(A) Bulging ofsand (B) Backling ofsand
(C) Crippling of sand (D) None
27. A mixture containing a binding agent, water and fine aggregate acquiring stone like propertyis known as :
(A) Mortar @) Concrete
(C) DPC @) Matrix
28. Cement morta.r proportion for work below ground level :
(A) 1:5 (B) 1:3
(C) 1:6 (D) None
29. Cement mortar proportion for R.C.C and other water retaining:(A) 1:1 (B) r:lYz
(C) L:2 (D) 1:3
30. The total content of clay and eilt shall not be less than :
(A) 50% @) 4oo/o
(c) 60% (D) 20o/o
31. The inner dimensions of the mould for a standard brick of size 19 cm x 9 cm x I cm will be :
(A) 19 cm x 9 cm x 9 cm (B) 18.5 cm x 8.5 cm x 8.5 cm
(C) 21 cmx 10cmx 10cm (D) 20cmx 10cmx 10cn
ro5l2015 A
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32. Common building bricks ehall have minimum compressive strength of :
(A) 2okglcm2
(C) 35 kg/cm2
Main constituent of cement is :
(A) Silica
(C) Alumina
Main function of cement ie :
(A) Fills up voide in fine aggregate
(C) Bind the aggregate into a solid
(A) Powder and Liquid form
(C) Liquid form only
(A) Sand stone
(C) Lime etone
39. Stripping time for beame upto 6 m epan is :
(A) 3 daye
(C) 12 days
One bag of cement weighs :
(A) . 50 ks(C) 55 kg
(B) Brown
@) Black
(B) T.im6
(D) Iron Oxide
Provides strength
None of the above
Powder form only
Solid forin
(B) Granite and Marble
@) None of the above
7 days
14 tlayg
45 kg
60 kg
(B) 25kglcm2
(D) 30 kg/cm2
33. The average water absorption of a common building bricks shall not he nore than :
(A) 25o/o
(C) I5o/o
34, Uniform colour of a standard bricks ehall be :
(A) Red
(C) Reddii:h brown
(B) 2OoA
(D) 30%
@)
(D)
37. Water proofing materiale are available in the form of :
3E.
. (B)
(D)
The comnbn types of stones enployed for flooring work :
(B)
(D)
(B)
(D)
106/2015IP-T.O.l
.A
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41. For roof, the bottom cover for reinforcements .is :
(A) 15 rnm (B) 10 mm
(C) 20 mm (D) 25 mm
42. The clear distance between supports is called:(A) Effective span (B) Span
' (C) Zero Span (D) None of thege
43. The I-owest part of the structure which transmits the load to the goil is known as :
(A) Suirer-structure (B) Plinth(C) Basement @) Foundation
44. ' When a vertical member ia carrying mainly axial loads, it is termed as :
(A) Column (B) Strut(C) fie @) None of the above
45. The tension reinforcements in beame are placed at:(A) Centre (B) Bottom(C) Top (D) None of these