Deck 3: Construction Terminology: Walls, Roofs, Piles, and More
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Deck 3: Construction Terminology: Walls, Roofs, Piles, and More
1
A partition wall may be
A)folding
B)collapsible
C)fixed
D)any one of these
A)folding
B)collapsible
C)fixed
D)any one of these
any one of these
2
A stone wall provided to protect the slopes of cutting in natural ground from the action of weather, is known as
A)retaining wall
B)breast wall
C)parapet wall
D)buttress
A)retaining wall
B)breast wall
C)parapet wall
D)buttress
breast wall
3
The term pitch in connection with pitched roofs is defined as the
A)apex line of the sloping roof
B)inclination of the sides of a roof to the horizontal plane
C)horizontal distance between the internal faces of the walls
D)triangular upper part of a wall formed at the end of a pitch roof
A)apex line of the sloping roof
B)inclination of the sides of a roof to the horizontal plane
C)horizontal distance between the internal faces of the walls
D)triangular upper part of a wall formed at the end of a pitch roof
inclination of the sides of a roof to the horizontal plane
4
A system of providing temporary support to the party walls of two buildings where the intermediate building is to be pulled down and built, is called
A)ranking shore
B)dead or vertical shore
C)flying or horizontal shore
D)none of these
A)ranking shore
B)dead or vertical shore
C)flying or horizontal shore
D)none of these
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5
The most commonly used material for damp proofing is
A)bitumen
B)paraffin wax
C)cement solution
D)cement concrete
A)bitumen
B)paraffin wax
C)cement solution
D)cement concrete
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6
In brick masonry, for good bonding
A)all bricks need not be uniform in size
B)bats must be used in alternate courses only
C)vertical joints in alternate courses should fall in plumb
D)cement mortar used must have surkhi as additive
A)all bricks need not be uniform in size
B)bats must be used in alternate courses only
C)vertical joints in alternate courses should fall in plumb
D)cement mortar used must have surkhi as additive
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7
H-piles
A)require large storage space
B)are difficult to handle
C)cannot withstand large impact stress developed during hadn driving
D)none of the above
A)require large storage space
B)are difficult to handle
C)cannot withstand large impact stress developed during hadn driving
D)none of the above
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8
Corince is defined as a
A)horizontal course of masonry projecting from the face of the wall
B)horizontal moulded projection provided ner the top of a building
C)covering placed on the exposed top of an external wall
D)triangular shaped portion of masonry at the end of a sloped roof
A)horizontal course of masonry projecting from the face of the wall
B)horizontal moulded projection provided ner the top of a building
C)covering placed on the exposed top of an external wall
D)triangular shaped portion of masonry at the end of a sloped roof
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9
The span of an arch is
A)vertical distance between the springing line and the highest point on the intrados
B)vertical distance between the springing line and the highest point on the extrados
C)perpendicular distance between the intrados and extrados
D)horizontal distance between the supports
A)vertical distance between the springing line and the highest point on the intrados
B)vertical distance between the springing line and the highest point on the extrados
C)perpendicular distance between the intrados and extrados
D)horizontal distance between the supports
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10
The pre-stressed concrete piles as compared to pre-cast and reinforced concrete piles
A)are lesser in weight
B)have high load carrying capacity
C)are extremely durable
D)all of these
A)are lesser in weight
B)have high load carrying capacity
C)are extremely durable
D)all of these
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11
The type of stone masonry commonly adopted in the construction of residential building is
A)uncoused rubble masonry
B)coursed rubble masonry
C)random rubble masonry
D)dry rubble masonry
A)uncoused rubble masonry
B)coursed rubble masonry
C)random rubble masonry
D)dry rubble masonry
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12
Which of the following statement is wrong?
A)In English bond, vertical joints in the header courses come over each other and vertical joints in the stretcher courses are also in the same line.
B)In English bond, the heading course should start with a queen closer.
C)In Flemish bond, the alternate headeers of each course are centrally supported over the strechers in the course below.
D)In Flemish bond, every alternate course starts with a header at the corner.
A)In English bond, vertical joints in the header courses come over each other and vertical joints in the stretcher courses are also in the same line.
B)In English bond, the heading course should start with a queen closer.
C)In Flemish bond, the alternate headeers of each course are centrally supported over the strechers in the course below.
D)In Flemish bond, every alternate course starts with a header at the corner.
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13
A raking shore is a system of
A)giving temporary lateral support to an unsafe wall
B)providing temporary support to the party walls of two buildings where the intermediate building is to be pulled down and rebuilt
C)providing vertical support to walls and roofs, floors etc. when the lower part of a wall has to be removed for the purpose of providing an opening in the wall
D)all of the above
A)giving temporary lateral support to an unsafe wall
B)providing temporary support to the party walls of two buildings where the intermediate building is to be pulled down and rebuilt
C)providing vertical support to walls and roofs, floors etc. when the lower part of a wall has to be removed for the purpose of providing an opening in the wall
D)all of the above
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14
The window which projects outward from the walls of a room to provide an increased area of opening for admitting greater light and ventilation, is called
A)dormer window
B)corner window
C)bay window
D)clerestorey window
A)dormer window
B)corner window
C)bay window
D)clerestorey window
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15
The wedge shaped unit (voussoir) placed at the crown of an arch, is called
A)skew back
B)intrados
C)extrados
D)keystone
A)skew back
B)intrados
C)extrados
D)keystone
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16
The surface of the abutment on which the arch rests, is known as
A)span
B)keystone
C)skew back
D)crown
A)span
B)keystone
C)skew back
D)crown
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17
The nogging pieces are housed in the studs at a vertical distance of about
A)100 to 200 mm
B)200 to 400 mm
C)400 to 600 mm
D)600 to 900 mm
A)100 to 200 mm
B)200 to 400 mm
C)400 to 600 mm
D)600 to 900 mm
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18
When the depth of water is from 4.5 to 6 m, the type of coefferdam used is
A)earthen cofferdam
B)rockfill cofferdam
C)single-walled cofferdam
D)double walled cofferdam
A)earthen cofferdam
B)rockfill cofferdam
C)single-walled cofferdam
D)double walled cofferdam
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19
A block of stone or concrete provided under the end of tie beam to spread the load from the roof over a large area of bearing, is called
A)gable
B)hip
C)verge
D)template
A)gable
B)hip
C)verge
D)template
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20
A ridge formed by the intersection of two sloped surfaces having an exterior angle greater than 180?, is called
A)gable
B)hip
C)verge
D)template
A)gable
B)hip
C)verge
D)template
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21
The arrangement of supports provided underneath the existing structure without disturbing its stability, is known as
A)underpinning
B)scaffolding
C)shoring
D)jacking
A)underpinning
B)scaffolding
C)shoring
D)jacking
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22
In combined footing
A)depth of footing varies
B)width of footing is uniform
C)centre of gravity of the column loads must coincide with the centre of gravity of the footing
D)all of the above
A)depth of footing varies
B)width of footing is uniform
C)centre of gravity of the column loads must coincide with the centre of gravity of the footing
D)all of the above
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23
The vertical distance between the wall plate and top of the ridge is called
A)rise
B)pitch
C)template
D)gable
A)rise
B)pitch
C)template
D)gable
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24
The dampness in a building is due to
A)ground moisture
B)rain water
C)defective construction
D)all of these
A)ground moisture
B)rain water
C)defective construction
D)all of these
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25
When the pile is driven by means of water jets, water is forced through the jet pipe under a pressure of
A)0.2 to 0.5 N/mm2
B)0.5 to 0.7 N/mm2
C)0.7 to 1.75 N/mm2
D)1.75 to 2.5 N/mm2
A)0.2 to 0.5 N/mm2
B)0.5 to 0.7 N/mm2
C)0.7 to 1.75 N/mm2
D)1.75 to 2.5 N/mm2
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