MIDTERM Flashcards

(38 cards)

1
Q

Can be found in the same way as that of a reinforced concrete

A

Ultimate Moment of Resistance

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2
Q

The steel is strained in order to produced the prestressed force

A

Ultimate Moment of Resistance

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3
Q

The steel strain should be taken as that due to bending plus that due to prestress force after loss

A

Ultimate Moment of Resistance

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4
Q

Formula for Ultimate Moment of Resistance

A

Mu = fpb · Aps · (d-dn)

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5
Q

For a rectangular beam, or a flanged beam in which the flange thickness is not less than

A

0.9x

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6
Q

If d>0.9x

dn is?

A

0.45x

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7
Q

What are the several causes of contraction of steel wires effecting the reduction (loss) in the prestressed concrete beam

A
  1. Pre-tensioning
  2. Post-tensioning
  3. Loss due to elastic deformation
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8
Q

It undergoes a gradual reduction with time from the stages of transfer due to various causes

A

Initial prestressing

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9
Q

The force which is used to stretch the wire to the required length must be available all the time as prestressing force is the steel is to be prevented from?

A

Contracting

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10
Q

Can be seen during the process of anchoring (loss in prestress)

A

Pretensioning

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11
Q

The stressed tendon tends to slip before the full grip is established, thus losing some of its imposed strain (induced stress)

A

Loss due to anchorage draw-in

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12
Q

From the time the tendons are anchored until transfer of prestressing force to the concrete, the tendons are held between the two abutments at a constant length

A

Pretensioning

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13
Q

The stretch tendons during this time interval will lose some of its induced stress due to phenomenon known as

A

Relaxation of Steel

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14
Q

As soon as the tendons are cut, the stretched tendons tends to go back to their original state, but are prevented from doing so by the interfacial bond developed between

A

The concrete and the tendons

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15
Q

The tendons are located inside ducts, and the hydraulic jacks held directly against the member

A

Post-tensioning

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16
Q

Can be seen during the stressing operation of tendons (loss in prestress)

A

Post-tensioning

17
Q

During stressing operation, the tendons tend to get straightened and slide against duct, thus resulting in the development of

A

Frictional Resistance

18
Q

The stress in the tendon at a distance away from the jacking end will be smaller than that indicated by the pressure gauge mounted on the jack known as

A

loss due to friction

19
Q

The loss of prestress due to deformation of concrete depends on the modular ratio and the average stress in concrete at the level of steel

A

Loss due to elastic deformation

20
Q

Prestress in concrete at the level of steel symbol

21
Q

Modulus of elasticity of steel symbol

22
Q

Modulus of elasticity of conrete symbol

23
Q

Modular Ratio

24
Q

Formula of
Strain in concrete at the level of steel

25
Formula of Stress in steel corresponding to this strain
(fc / Ec) · Es
26
Formula of Elastic Deformation of Concrete
Le · fc
27
Formula pf Loss of stress in steel
Le · fc
28
Results in shortening of tensioned wires and hence contributes to the loss of stress
Loss due to shrinkage
29
Is influenced by the type of cement, aggregate and the method of curing used
Shrinkage of concrete
30
Use of high strength concrete with low water cement ratio results in ______ and consequent loss of prestress
Reduction in shrinkage
31
Progressive loss of water from concrete is its primary cause
Drying shrinkage
32
Is higher at the surface of the member
The rate of shrinkage
33
____ between the interior surface of large member may result in strain gradients leading to surface cracking
The differential shrinkage
34
Is essential to prevent cracks due to shrinkage in prestress members
Propoer curing
35
Moist curing is restored in order to prevent shrinkage until the time of transfer
Pretensioned members
36
The total residual shrinkage strain will be larger in pretensioned members after transfer of stress is a recommendation made by code
IS:1343
37
Total residual shrinkage symbol
εcs
38
The loss of stress in steel due to creep of concrete can be estimated if the magnitude of ultimate creep strain or creep-coefficient is known
Loss due to creep