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

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Structural Analysis
The deformation of a spring produced by a unit load is called

influence coefficient
unit strain
flexibility
stiffness

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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 indeterminate
None of these
Stable and statically determinate
Unstable

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For beams and frames only
For any type of structure
At the point under the load only
In statically determinate structures only

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

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Structural Analysis
For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal
(i) Of a stiffness matrix must be positive
(ii) Of a stiffness matrix must be negative
(iii) Of a flexibility matrix must be positive
(iv) Of a flexibility matrix must be negative
The correct answer is

(ii) and (iii)
(ii) and (iv)
(i) and (iv)
(i) and (iii)

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