Hip
Gable
Ridge
Eaves
D. Eaves
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
2.5 m
3.5 m
4.5 m
5.5 m
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
90° and 0°
75° and 30°
60° and 10°
40° and 25°
Less
More
Equal
Equal or more
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
12
18
24
25
Coastal regions
Plain regions
Covering large areas
All of the above
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
Under-ream pile
Friction pile
Bearing pile
Sheet pile
Rafter
Ridge
Crown
Eave
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
10 m
20 m
30 m
40 m
Rafters
Purlins
Battens
Struts
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
Ashlar arch
Rubble arch
Gauged brick arch
Axed brick arch
3 day
7 days
14 days
21 days
Lime mortar with cement in the ratio of in 10 is cheaper and better for outside plaster
For very cold or very hot climate, a compact and closed plan should be provided
On the sea coast, an exposed and open house is generally preferred
All the above
Machine foundations
Factory building
Tall structures
All the above
Quartz
Felspar
Mica
None of the above
Retaining wall
Breast wall
Buttress
Parapet wall
Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole
Caving or mixing of strata are caused in soft soils or cohesionless soils
The soil to a considerable depth below the bottom of the hole gets disturbed
All the above
du
1.25 du
1.5 du
1.75 du
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
90 mm
150 mm
190 mm
200 mm
Retaining wall
Breast wall
Buttress
Parapet wall
In king post truss, one vertical post is used
In a queen post truss, one vertical post is used
In a queen post truss, two vertical posts are used
None of these