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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Direction
All of these
Magnitude

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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
411 N mm
711 N mm
511 N mm

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Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
8WD3n/d4N
WD3n/d4N
2WD3n/d4N

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

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

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
WL/2AE
W²L/AE
WL/AE

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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 stress
Proof resilience
Proof load

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