Sides of beams and girders
Column forms
Bottom of beams and girders
All the above at the same time
A. Sides of beams and girders
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
1 : 2
1 : 3
1 : 4
1 : 6
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
All the above
Raft foundation
Grillage foundation
Well foundation
Isolated footing
Dubbing
Hacking
Blistering
Peeling
Providing increased area of foundation over poor bearing capacity of soil
Spanning over small soft or loose pockets
Counter acting the hydrostatic effect
All the above
Cement is added to lime mortar to increase its hydraulic properties only
Lime surkhi mortar is used for pointing the walls
Lime should be slaked before preparing lime mortar
High early strength concrete is generally used in cold weather
Coastal regions
Plain regions
Covering large areas
All of the above
Ashlar arch
Rubble arch
Gauged arch
Axed arch
Simplex pile
Vibro pile
Raymond pile
Franki pile
1 : 1
1 : 2
1 : 3
1 : 4
Balusters
Strings
Newel posts
Soffits
10 cm
15 cm
20 cm
25 cm
50 cm
60 cm
80 cm
90 cm
Purlin
Cleat
Batten
Strut
90 mm
150 mm
190 mm
200 mm
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
A base course is prepared as in cement concrete flooring
A 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling
Glass strips are driven into the layer according to the pattern required
After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material
English bond
Flemish bond
Russian band
Mixed bond
Dormer window
Lantern window
Louvered window
Sky window
Highest point on the extrados of the arch
Highest point on the intrados of the arch
Skew-back of the arch
None of these
Trowelling
Laying
Grouting
Placing
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
10 %
15 %
20 %
25 %
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)]
Ridge
Hip
Valley
None of these
Under-ream pile
Friction pile
Bearing pile
Sheet pile
Round steps
Angular steps
Winders
Radial steps
There is no horizontal tie beam
There is a horizontal tie at the feet of rafters only
There is a horizontal tie at almost the middle of rafters only
There are two horizontal ties, one at the feet and other at the middle of the rafters
Header
Stretcher
Closer
None of these