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Structural Analysis

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

3
5
4
6

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from compression to tension
Always be tension
Always be compression
Change from tension to compression

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

6
2
1
3

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

0
1/2
3/4
1

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The diameter of the base
The dimension of the base
The diameter of the top
The reduced diameter of the column

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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
More than the left half span
Less than the left half span
Whole span

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