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Theory of Structures

Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/2
1/4
1

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

611 N mm
711 N mm
511 N mm
411 N mm

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

1.5
1.34
2.5
2.34

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

294 MN
264 MN
274 MN
284 MN

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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
35 N
40 N
25 N

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof stress
Proof load
Stiffness

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