Hacking
Dubbing out
Blistering
Peeling
B. Dubbing out
90° and 0°
75° and 30°
60° and 10°
40° and 25°
Retaining wall
Breast wall
Buttress
Parapet wall
Rafters
Purlins
Battens
Struts
1 day
4 days
7 days
14 days
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Ground level
Plinth level
Water table level
Midway ground level and water-table level
Lengths vary from 6 m to 12 m
Diameter of top of piles varies from 40 cm to 60 cm
Diameter of pile at bottom varies from 20 cm to 28 cm
All the above
Plain cement concrete is equally strong in compression as well as in tension
Slump test is performed to check concrete strength
Curing of concrete is done for proper compaction of cement
Fineness modulus is the index number expressing the relative sizes of both coarse and fine aggregates
Isolated footing is provided under column to transfer the load safely to soil bed
Column footings may have steps or projections in the concrete base
Heavily loaded column base must be provided steel reinforcement in both directions
All the above
A mortar joint having a concave finishing in brick masonry, is called keyed joint
A mortar joint projecting beyond the face of a masonry wall, is called tucked joint
A mortar joint having a recess in it, is called ruled joint
All the above
Ridge board
Hip rafter
Eaves board
Valley rafter
The column spacing
One-third the column spacing
Half the column spacing
Three-fourth the column spacing
Two curved arches
Gothic arches
Ogee arches
Drop gothic arches
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
Intrados
Rise
Spandril
Extrados
In dog-legged stairs, no space between its flights is provided
In open newel stair, a rectangular well is provided
In geometric stair, a curved shaped well between forward and backward flights, is provided
In geometrical stair, two quarter space landing is provided
Ridge
Hip
Valley
None of these
0.5 m
0.7 m
0.9 m
1.2 m
3 day
7 days
14 days
21 days
Very hard soil
Cemented soil
Vary soft soil
All the above
1/6th of the span
1/8th of the span
1/10th of the span
1/12th of the span
Cleat
Stop
Horn
None of these
Easy to handle
Lighter in weight
Extremely durable
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)]
Header
Stretcher
Closer
None of these
Hardness test
Workability test
Weight test
Toughness test
The bearing capacity of a pile is defined as the load which can be sustained by the pile without producing excessive settlement
The safe bearing capacity of a pile is obtained by dividing the ultimate bearing capacity with a suitable factor of safety
The factor of safety for piles is taken as 6
All the above
Inclined borings are made for taking samples under existing structures
Inclined borings are occasionally used instead of vertical holes
The spacing of inclined borings is kept such that one bore hole is vertically above the bottom of an adjacent bore hole
All the above
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
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