Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
B. Course rubble masonry
du
1.25 du
1.5 du
1.75 du
Arches require more headroom to span the openings like doors, windows etc.
Arches require strong abutments to withstand arch thrust
Arches are difficult in construction
All of the above
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
Closer
Half brick
Bed
Bat
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
Transoms
Horns
Stops
Chocks
25 to 50 mm
25 to 75 mm
75 to 125 mm
50 to 100 mm
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)
H-pile
Screw pile
Disc pile
Pipe pile
Retaining wall
Breast wall
Buttress
Parapet wall
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Jambs
Posts
Reveals
Styles
Segmental arch
Pointed arch
Relieving arch
Flat arch
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
Hip
Gable
Ridge
Eaves
Stone steps
Built up steps
Spandril steps
None of these
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
12
18
24
25
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Less
More
Equal
Equal or more
A tube of about 2 metres length and 20 cm diameter with a cutting edge
A flap valve at the bottom of tube is provided to extract the soil sample
The tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand
All the above
Style
Reveal
Mullion
Post
Brick on edge
Brick on end
Brick on bed
Brick held vertically
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Combined footing
Strap footing
Raft footing
None of these
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
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
Stretcher
Face
Front
Header
(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)]
In header course
In stretcher course
In header course next to first brick
In stretcher course next to first brick