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Structural Analysis

Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

15 kN.m
60 kN.m
8 kN.m
30 kN.m

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

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + r) = 3j
(3m + r) = 3j
(m + r) = 2j
(m + 3r) = 3j

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Structural Analysis
Castigliano’s first theorem is applicable

when the system behaves elastically
for statically determinate structures only
only when principle of superposition is valid
None of these

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

3
1
6
2

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