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Structural Analysis

Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

slope
curvature
bending moment
deflection

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/EI
1/2 EI
1/4 EI
2/EI

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

two linear movements and one rotation
three linear movements
three rotations
one linear movement and two rotations

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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 formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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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

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

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Always occurs at centre of span
Always occurs under a wheel load
None of these
Never occurs under a wheel load

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