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Structural Analysis

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

deflection
slope
bending moment
curvature

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Structural Analysis
Castigliano’s first theorem is applicable

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

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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 compression to tension
Change from tension to compression
Always be compression
Always be 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 formulat = √[(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 pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

m + r = 2j
(m + r)<2j
None of these
(m + r)>2j

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.234 L
0.5 L
0.25 L
0.211 L

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MORE MCQ ON Structural Analysis

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