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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

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

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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 of left half span
Whole span

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

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

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

None of these
Sum of (a) and (b)
1.4 times the minimum overturning moment due to dead load
1.2 times the minimum overturning moment due to dead load

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Structural Analysis
Which of the following is not the displacement method?

Column analogy method
Kani's method
Equilibrium method
Moment distribution method

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