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Structural Analysis

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

slope
deflection
curvature
bending moment

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Structural Analysis
The width of the analogous column in the method of column analogy is

2/EI
1/4 EI
1/EI
1/2 EI

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 2j
m + r + 2j
m + r – 3j
m – r + 2j

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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 moment of inertia
zero length
None of these
infinite length

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

6
9
8
7

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

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