Muller Breslau’s principle for obtaining influence lines is applicable to i) trusses ii) statically determinate beams and frames iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law iv) any statically indeterminate structure The correct answer is

Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to
i) trusses
ii) statically determinate beams and frames
iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law
iv) any statically indeterminate structure
The correct answer is

(i), (ii) and (iv)

(i) and (ii)

only (i)

(i), (ii) and (iii)

(i), (ii) and (iv)

(i) and (ii)

only (i)

(i), (ii) and (iii)

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Structural Analysis
The deformation of a spring produced by a unit load is called

influence coefficient

stiffness

unit strain

flexibility

influence coefficient

stiffness

unit strain

flexibility

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Structural Analysis
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

Greater of A and B

Smaller of A and B

5 mm less than the minimum clear distance between the main bars

5 mm less than the minimum cover to the reinforcement

Greater of A and B

Smaller of A and B

5 mm less than the minimum clear distance between the main bars

5 mm less than the minimum cover to the reinforcement

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.211 L

0.5 L

0.25 L

0.234 L

0.211 L

0.5 L

0.25 L

0.234 L

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Structural Analysis
For under water concreting.

The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate

All of these

De-watering by pumping is not done or until 24 hours thereafter

At least 10 percent more cement is required as compared to dry conditions

The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate

All of these

De-watering by pumping is not done or until 24 hours thereafter

At least 10 percent more cement is required as compared to dry conditions

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

4

3

9

6

4

3

9

6

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis

Structural Analysis The deformation of a spring produced by a unit load is called

Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

Structural Analysis For under water concreting.

Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is

Structural Analysis
The deformation of a spring produced by a unit load is called

Structural Analysis
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

Structural Analysis
For under water concreting.

Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is