English bond
Flemish bond
Header bond
Stretcher bond
D. Stretcher bond
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
Rocky soils
Clay soils
Sandy soil
All of these
0°
30°
60°
90°
One course of headers to three or five course of stretchers
Queen closer in provided in each heading course
The middle course of stretchers is started with a header to give proper vertical joints
All the above
H-pile
Screw pile
Disc pile
Pipe pile
The cost of square rooms is less
The expenditure on the foundation and roof for the double storeyed building is nearly half of that for the ground storeyed building
The cost of construction of a house may be minimised by restricting the height floors
All the above
Purlin
Cleat
Batten
Strut
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
Mortise and tenon joint
Oblique mortise and tenon joint
Butt joint
Mitred joint
Q = Wh/6 (S + 2.5)
Q = Wh/2.5 (S + 6)
Q = (W × 6)/h (S + 2.5)
Q = (W × 2.5)/6 (S + h)
Bearing pile
Friction pile
Sheet pile
Battered pile
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
Centring
Actual laying of arch work
Striking of centring
None of the above
Verticals
Reveals
Jambs
None of these
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
Baluster
Header
String
Beam
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
English bond is used for brick masonry to support heavy loads
Double-Flemish bond is suitable for brick masonry to give uniform face appearance
The stretcher bond is used for the construction of half brick masonry brick
All the above
50 N/cm2
100 N/cm2
150 N/cm2
200 N/cm2
wh × [(1 - sin φ)/(1 + sin φ)]
(wh/2) × [(1 - sin φ)/(1 + sin φ)]
wh × √[(1 - sin φ)/(1 + sin φ)]
wh × √[(1 + sin φ)/(1 - sin φ)]
Louver
Stop
Horn
Rebate
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Zero
A few degrees
10°
200°
10 m
20 m
30 m
40 m
Coastal regions
Plain regions
Covering large areas
All of the above
In a king post truss, principal rafter and tie beams are jointed together with a bridle joint
Joint between the principal rafter and the king post is made by making tenon and mortise respectively
Joint between strut and king post, is generally of mortise and tenon type
All the above
Vibro pile
Pressure pile
Franki pile
Pedestal pile
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
The roof slabs of multi-storeyed buildings are constructed monolithically to carry the various floor loads
The beams of multi-storeyed buildings rest on girders and are the main load transferring members to the columns
The slab is spanned across the secondary beams provided between the main beams
All of these