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Theory of Structures

Theory of Structures
In the truss, the force in the member AC is

t tensile
6.25 t compressive
8.75 t tensile
t compressive

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/12
1/16
1/8

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Steel experiences tensile force
Composite beam gets subjected to a couple
All of these
Brass experiences compressive force

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa/2l
wl/a
wa²/2l

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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
611 N mm
511 N mm
711 N mm

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