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)

only (i)

(i), (ii) and (iii)

(i) and (ii)

(i), (ii) and (iv)

only (i)

(i), (ii) and (iii)

(i) and (ii)

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/EI

L/2EI

L/4EI

L/3EI

L/EI

L/2EI

L/4EI

L/3EI

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Structural Analysis
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

50 %

60 %

70 %

40 %

50 %

60 %

70 %

40 %

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Always be compression

Change from tension to compression

Always be tension

Change from compression to tension

Always be compression

Change from tension to compression

Always be tension

Change from compression to tension

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Structural Analysis
The effective length of lacing is the distance

0.7 of the distance between the inner end rivets of the bar for double lacing

All of these

Between the inner end rivets of the bar for single lacing

Between the inner ends of effective lengths of welds connecting the members

0.7 of the distance between the inner end rivets of the bar for double lacing

All of these

Between the inner end rivets of the bar for single lacing

Between the inner ends of effective lengths of welds connecting the members

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

6

3

5

4

6

3

5

4

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Structural Analysis

Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

Structural Analysis If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

Structural Analysis When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Structural Analysis The effective length of lacing is the distance

Structural Analysis The number of independent equations to be satisfied for static equilibrium of a plane structure is

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

Structural Analysis
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Structural Analysis
The effective length of lacing is the distance

Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is