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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
6
9
8

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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

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

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

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Unstable
Stable and statically determinate
Stable and statically indeterminate
None of these

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and increase
decrease and decrease
increase and increase
increase and decrease

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

infinite length
zero moment of inertia
zero length
None of these

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MORE MCQ ON Structural Analysis

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