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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

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

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 3j
m – r + 2j
m + r + 2j
m + r – 2j

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Remains unchanged
Becomes zero
Is increased
Is decreased

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

4
9
3
6

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Free end
Fixed support
Hinged support
Roller support

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

9
6
7
8

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