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Structural Analysis

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

6
7
8
9

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

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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), (ii) and (iii)
(i)and(ii)
only (i)
(ii) and (iii)

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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

zero length
infinite length
zero moment of inertia
None of these

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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

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

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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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