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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
L/2
l
L

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/8EL
WL3/24EL
WL3/48EL
WL3/3EL

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/min
/30 Newton metres/min
/60 Newton metres/sec
/30 Newton metres/sec

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

Rankine's theory
Guest's or Trecas' theory
Haig's theory
St. Venant's theory

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
2 /15
3 /8
3 /16

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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
511 N mm
611 N mm

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