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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit area
Force per unit length
Force per unit volume
None 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

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = h/l² × (1 – x )
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)

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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
511 N mm
711 N mm

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Reciprocal of the length of the shaft
Modulus of rigidity
Angle of twist
Moment of inertia of the shaft section

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