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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.34
2.34
1.5
2.5

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Theory of Structures
In the truss, the force in the member AC is

t compressive
6.25 t compressive
8.75 t tensile
t tensile

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Indeterminate beams
Compound beams
Determinate beams
Composite beams

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the section
Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the neutral axis

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Parabola
Straight line
Circle
Ellipse

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

3 mm
5 mm
2 mm
4 mm

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