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Theory of Structures

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

2.34
1.5
2.5
1.34

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.001
0.0025
0.002
0.003

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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

Determinate beams
Compound beams
Composite beams
Indeterminate 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

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

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
m = 2j – 3
m = 3j – 2
j = 3m – 2

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/2d
(L/3d)²
L/d
(L/2d)²

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