25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
D. 65 to 100 mm
Distance of C.G. of the loads from the smaller column = 3.00 m
The length of the foundation slab = 7.00 m
Area of footing slab = 11.00 m2
All the above
To support the frame work of the roof
To receive the ends of principal rafter
To prevent the walls from spreading outward
To prevent the tie beam from sagging at its centre
Laying bricks as stretchers in cement mortar
Laying bricks as headers in cement mortar
Reinforcing brick wall with iron straps
Constructing brick work within a wooden framework
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
To support the common rafter
To support purlins
To prevent the purlins from tilting
All of the above
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
Cleat
Stop
Horn
None of these
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates
Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
Dining halls
Bath rooms
Living rooms
Verandah
5 m
10 m
15 m
20 m
Segmental arch
Pointed arch
Relieving arch
Flat arch
Jambs
Posts
Reveals
Styles
Free from voids
Glossy
Durable
Uniform
Friction pile
Bearing pile
Friction bearing pile
Rough pile
Ceiling
15 cm above floor level
200 cm
Level of the tap
Cracks appear on the plastered surface in the form of hair cracks
In brick work, the efflorescence is removed by applying a solution of zinc sulphate and water
Excessive thermal variations in the backing or plaster causes the plaster to fall
All the above
The bearing capacity of a pile is defined as the load which can be sustained by the pile without producing excessive settlement
The safe bearing capacity of a pile is obtained by dividing the ultimate bearing capacity with a suitable factor of safety
The factor of safety for piles is taken as 6
All the above
Purlin
Cleat
Batten
Strut
2 metres
2.5 metres
3 metres
None of the above
10
12
15
No limit
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
In dog-legged stairs, no space between its flights is provided
In open newel stair, a rectangular well is provided
In geometric stair, a curved shaped well between forward and backward flights, is provided
In geometrical stair, two quarter space landing is provided
Bed block
Perpend
Lintel
Vertical line
10 m
15 m
20 m
40 m
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
Bay window
Casement window
Lantern window
Dormer window
Louvered door is generally provided in bath rooms
Flush door is generally provided in dining room
Revolving door is generally provided in cinema halls
Sliding door is generally provided in show rooms
1 in 20
1 to 50
1 in 10
1 in 5
Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course