7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
D. All the above
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
25 %
40 %
60 %
80 %
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Clay
Sand
Lime
Concrete
28 liters
30 liters
32 liters
34 liters
Nala beds
River beds
Sea beds
None of these
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
Less
More
Equal
None of the above
Workability admixtures
Accelerators
Retarders
Air entraining agents
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
0.03 %
0.1 %
0.3 %
3 %
Crushing strength
Impact value
Abrasion resistance
Water absorption
2.5 cm
5.0 cm
7.5 cm
10 cm
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
2000 bags
2200 bags
2400 bags
2700 bags