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Structural Analysis

Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

greater than 1
zero
1
less than 1

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

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

slope
bending moment
curvature
deflection

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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
two linear movements and one rotation
three rotations

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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 formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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

3
6
9
4

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