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Structural Analysis

Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

1
zero
less than 1
greater than 1

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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 compression to tension
Change from tension to compression

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and decrease
decrease and increase
increase and increase
increase and decrease

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

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Structural Analysis
The three moments equation is applicable only when

There is no discontinuity such as hinges within the span
The spans are equal
There is no settlement of supports
The beam is prismatic

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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)

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

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