Soffits
Voussoirs
Haunches
Spandrils
B. Voussoirs
Skew back
Soffit
Spandril
Haunch
Retaining wall
Breast wall
Buttress
Parapet wall
10 %
15 %
20 %
25 %
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick
Strap footing
Raft footing
Combined footing
Pier footing
(P/w) × [(1 + sin φ)/(1 - sin φ)]²
(P/w) × [(1 - sin φ)/(1 + sin φ)]²
(P/2w) × [(1 - sin φ)/(1 + sin φ)]²
(P/w) × [(1 + sin φ)/(1 - sin φ)]
Bat
Header
Stretcher
Closer
Is the most primitive method for making a hole in the ground
Is generally employed in cohesive and other self soils above water table
Is most economical upto a depth of 5 metres
All the above
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
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)]
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
3.5 m or less
3.5 m but less than 5 m
5 m but less than 6.5 m
6.5 m but less than 8 m
10 cm
15 cm
20 cm
25 cm
Brick on edge
Brick on end
Brick on bed
Brick held vertically
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Transoms
Horns
Stops
Chocks
50 cm
60 cm
80 cm
90 cm
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
The silt soil has particle size from 0.02 mm to 0.06 mm
In organic fine grained silt soil possesses no plasticity
The least plastic type normally consists of more or less equidimensional grains of quartz
All the above
Balusters
Newel posts
Balustrades
Railings
Efflorescence
Bleaching of paints
Crumbling of plaster
Growth of termites
Verticals
Reveals
Jambs
None 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
Soffits
Voussoirs
Haunches
Spandrils
Mortise and tenon joint
Oblique mortise and tenon joint
Butt joint
Mitred joint
h/4
1/2 h
h
2 h
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
10 mm
20 mm
30 mm
40 mm
Two directions without break in the slope on each side
Two directions with break in the slope on each side
Four directions without break in the slope on each side
Four directions with break in the slope on each side