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Theory of Structures

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

1.3
1.2
1.5
1.7

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Consist of uniform thin strips
Are wound by applying a torque
All of these

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

80 N/mm²
150 N/mm²
100 N/mm 2
120 N/mm²

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

Direction
Point of application
Magnitude
All of these

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/5
L/2
L/3

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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

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

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