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Structural Analysis

Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

9
3
4
6

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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
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 deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Horizontal direction
The direction in which the deflection is required
Inclined direction
Vertical direction

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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

0.5 L
0.234 L
0.25 L
0.211 L

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

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