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

only (i)

(i), (ii) and (iii)

(i), (ii) and (iv)

(i) and (ii)

only (i)

(i), (ii) and (iii)

(i), (ii) and (iv)

(i) and (ii)

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/2 EI

1/4 EI

2/EI

1/EI

1/2 EI

1/4 EI

2/EI

1/EI

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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

0.25 L

0.5 L

0.211 L

0.234 L

0.25 L

0.5 L

0.211 L

0.234 L

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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

only (i)

(i), (ii) and (iii)

(i) and (ii)

(i), (ii) and (iv)

only (i)

(i), (ii) and (iii)

(i) and (ii)

(i), (ii) and (iv)

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

2j + r

2j – r

3j – r

j – 2r

2j + r

2j – r

3j – r

j – 2r

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Structural Analysis
To generate the j th column of the flexibility matrix

a unit force is applied at coordinate j and the forces are calculated at all coordinates

a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates

a unit force is applied at coordinate j and the displacements are calculated at all coordinates

a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates

a unit force is applied at coordinate j and the forces are calculated at all coordinates

a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates

a unit force is applied at coordinate j and the displacements are calculated at all coordinates

a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates

ANSWER DOWNLOAD EXAMIANS APP

Structural Analysis

Structural Analysis The width of the analogous column in the method of column analogy is

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

Structural Analysis To generate the j th column of the flexibility matrix

Structural Analysis
The width of the analogous column in the method of column analogy is

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

Structural Analysis
To generate the j th column of the flexibility matrix