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Structural Analysis

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

7
9
8
6

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Horizontal direction
The direction in which the deflection is required
Vertical direction
Inclined direction

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

2j + r
3j – r
2j – r
j – 2r

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Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

60 kN.m
8 kN.m
15 kN.m
30 kN.m

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

two linear movements and one rotation
three rotations
one linear movement and two rotations
three linear movements

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

6
3
4
9

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MORE MCQ ON Structural Analysis

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