Stairs
Toilets
Light and shafts
All the above
D. All the above
Strip footing
Strap footing
Combined footing
Raft footing
Balusters
Strings
Newel posts
Soffits
1 day
4 days
7 days
14 days
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)
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
Dynamic formula
Static formula
Pile load tests
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
25 mm
40 mm
65 mm
100 mm
Ridge
Hip
Valley
None of these
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
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
Combined footing
Strap footing
Raft footing
None of these
Mortise and tenon joint
Oblique mortise and tenon joint
Butt joint
Mitred joint
Strap footing
Raft footing
Combined footing
Pier footing
Platform
Relief
Rest
Landing
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
Swelling and shrinkage characteristics prevail
Consolidation continues even after several years of construction
Differential settlement is generally prevalent
All the above
Walls having thickness more than 4 bricks
Architectural finish to the face work
Ornamental panels in brick flooring
All the above
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
5 mm
10 mm
15 mm
20 mm
Segmental arch
Pointed arch
Relieving arch
Flat arch
English bond
Stretcher bond
Header bond
Single Flemish bond
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
Column footing
Grillage footing
Raft footing
All the above
Construction piles
Raking piles
Eccentric piles
Sinking piles
10 %
15 %
20 %
25 %
The retaining wall should be structurally capable to resist the applied earth pressure
The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure
The retaining wall should be safe against sliding
To drain off water from the earth retained, weep holes are provided near the top of the retaining wall
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
Bearing pile
Friction pile
Sheet pile
Battered pile
Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole
Caving or mixing of strata are caused in soft soils or cohesionless soils
The soil to a considerable depth below the bottom of the hole gets disturbed
All the above