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Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-2r
3j-r
2j-r
j-3r

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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

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

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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 increase
decrease and decrease
increase and increase
increase and decrease

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/2EI
L/3EI
L/4EI
L/EI

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-5 mm to +5 mm
-2 mm to +2 mm
-4 mm to +4 mm
-3 mm to +3 mm

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

6
3
2
1

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