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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j + r
3j – r
j – 2r
2j – r

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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

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

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

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.24 Wl
0.25 Wl
0.20 Wl
0.16 Wl

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

1
3
2
6

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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