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Theory of Structures

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

t compressive
t tensile
8.75 t tensile
6.25 t compressive

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
None of these
Per metre square (N/m2)
Per centimetre square (N/cm²)

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2h/Wa
Wa/h
Wa/2h
2W/ha

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/8
WI²/4
WI²/12

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

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

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

14 M
15 M
16 m
13 M

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