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Theory of Structures

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

1.5
2.34
1.34
2.5

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof load
Proof stress
Proof resilience

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

30 N
25 N
40 N
35 N

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.30 to 1.40
1.20 to 1.30
1.40 to 1.50

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

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