Reviewer 5 Flashcards

1
Q

Concrete contains (i)Siliceous aggregates, having higher coefficient of expansion (ii)Igneous aggregates, having intermediate coefficient of expansion (iii)Lime stones, having lowest coefficient of expansion

[ A ] i and iii [ B ] ii and iii [ C ] i and ii [ D ] i, ii and iii

A

D

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2
Q

Select the incorrect statement
[ A ] R.C.C has better fire resistance than steel
[ B ] R.C.C. structure is economical than steel structure
[ C ] Strength of concrete decreases as age increases
[ D ] R.C.C can be used for under water and marine structures

A

Strength of concrete decreases as age increases

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3
Q
Water cement ratio is the ratio of
[ A ] Water to cement by weight 
[ B ] Water to cement by volume 
[ C ] Cement to water by weight 
[ D ] Cement to water by volume
A

A. Water to cement by weight

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4
Q
Concrete is 
[ A ] Weak in tension 
[ B ] Strong in tension 
[ C ] Strong in both tension and compression 
[ D ] Weak in compression
A

A] Weak in tension

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5
Q
The entrained air in concrete 
[ A ] Increases the strength 
[ B ] Decreases the resistance to weathering 
[ C ] Increases the workability 
[ D ] Decreases the workability
A

C. Increases the workability

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6
Q

Concrete is unsuitable for compaction by vibration if it is [ A ] Semi –plastic [ B ] Plastic [ C ] Earth moist [ D ] Dry

A

B. Plastic

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7
Q

The strength and quality of concrete depends upon (i)Grading of aggregates (ii)Shape of aggregates (iii)Surface area of aggregates (iv)Surface texture of aggregates [ A ] i, ii and iv [ B ] ii, iii and iv [ C ] i, iii and iv [ D ] i, ii, iii and iv

A

D

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8
Q

In order to avoid segregation, fresh concrete should be dropped from a height of

A

Less than one meter

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9
Q

The process of hardening of concrete in the presence of water is called

A

Hydration

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10
Q

The process of keeping the concrete structure moist is called

A

Curing

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11
Q

The separation of water or water cement mixture from the freshly laid concrete is known as

A

Bleeding

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12
Q

The continuous strain, which the concrete undergoes due to application of external loads is called

A

Creep

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13
Q

The process of conversion of plastic concrete to solid stage is called

A

Setting

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14
Q

At 28 days of curing concrete attains a strength of

A

90 to 95%

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15
Q

In a mass concrete, the aggregates occupy a space of

A

75%

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16
Q

The coarse aggregate which possess the property of good interlocking are

A

angular shape

17
Q

While placing of concrete the thickness of each layer for R.C.C. is

A

150 to 300 mm

18
Q

In a two way slab flexural bending develops

A

In Mutually perpendicular directions

19
Q

Slabs which are supported in such a way that the corners are prevented from lifting are referred to as;

A

Restrained slabs

20
Q

The size of the mesh at each corner meant for torsion reinforcement in a rectangular slab of size (Lx ´ Ly) is Lx = shorter span Lx = Longer span

A

0.2 Lx x 0.2 Lx

21
Q

The span/over all depth ratio for a simply supported two-way slab according to IS : 456-2000 is given by

A

28

22
Q

According to IS: 456-2000, the span/overall depth ratio for a continuous two-way slab in order to control deflection is given by

A

32

23
Q

Reinforced concrete slab supported only on columns is said to be

A

Flat slab

24
Q

According to IS: 456-2000 the ultimate moment of resistance of a slab for Fe - 415 HYSD bars is

A

Mu = 0.138 fck bd2

25
Q

In a limit state method of design, when shear reinforcement is not provided, the calculated shear stress at the critical section of a slab shall not exceed

A

Ks 0.25 v fck

26
Q

The moments developed in the slab are influenced by the following factors i.Short span ii.Long span iii.Type of supporting edge. iv.Magnitude and type of load on slab

A

i, ii , iii and iv

27
Q

Minimum reinforcement in slabs, when High yield strength deformed bars

A

0.12% of gross cross sectional area

28
Q

Permissible width of crack at the surface of concrete for „moderate‟ environmental conditions according to IS : 456-2000 is

A

0.2 mm

29
Q

Limiting moment of resistance of a singly reinforced section for mild steel is

A

Mu = 0.148 fck bd2

30
Q

In slabs the Maximum horizontal distance between parallel main reinforcement should not exceed i.Three times effective depth ii Five times effective depth iii 300mm iv 450 mm

A

i and iii

31
Q

Slenderness ratio of the column is the ratio of

A

the effective length to least lateral design

32
Q

A Column is said to be short, when the slenderness ratio is

A

Less than 12