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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
In the displacement method of structural analysis, the basic unknowns are

displacements and forces
displacements
force
None of these

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

bending moment
curvature
deflection
slope

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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

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

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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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 – 3j
m + r – 2j
m + r + 2j

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