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) and (ii)

(i), (ii) and (iii)

(i), (ii) and (iv)

only (i)

(i) and (ii)

(i), (ii) and (iii)

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

displacements and forces

displacements

force

None of these

displacements and forces

displacements

force

None of these

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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

0.234 L

0.211 L

0.25 L

0.5 L

0.234 L

0.211 L

0.25 L

0.5 L

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

4

5

3

6

4

5

3

6

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Structural Analysis
Pick up the correct statement for the web stiffeners.

d is the distance between flange angles or the clear distance between flanges

Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d

For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange

All of these

d is the distance between flange angles or the clear distance between flanges

Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d

For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange

All of these

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is

(i)and(ii)

(i), (ii) and (iii)

(ii) and (iii)

only (i)

(i)and(ii)

(i), (ii) and (iii)

(ii) and (iii)

only (i)

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Structural Analysis

Structural Analysis In the displacement method of structural analysis, the basic unknowns are

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

Structural Analysis Pick up the correct statement for the web stiffeners.

Structural Analysis In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is

Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

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

Structural Analysis
Pick up the correct statement for the web stiffeners.

Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is