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
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j + r

3j – r

j – 2r

2j – r

2j + r

3j – r

j – 2r

2j – r

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Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Whole of left half span

Less than the left half span

More than the left half span

Whole span

Whole of left half span

Less than the left half span

More than the left half span

Whole span

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Structural Analysis
Pick up the incorrect statement from the following:

None of these

The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness

The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness

The gross section of the web of channels is the depth of the web multiplied by its thickness

None of these

The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness

The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness

The gross section of the web of channels is the depth of the web multiplied by its thickness

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

4

6

5

3

4

6

5

3

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

1

2

3

6

1

2

3

6

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Structural Analysis

Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

Structural Analysis When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Structural Analysis Pick up the incorrect statement from the following:

Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is

Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Structural Analysis
Pick up the incorrect statement from the following:

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is