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Theory of Structures

Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Ellipse
Circle
Straight line

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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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The neutral fibre of the section
The fibre everywhere
The inner most fibre of the section
The outer most fibre of the section

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/EI
ML²/3EI
ML/2EI
ML²/2EI

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
Graphical method
All of these
Method of joints

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
(1 – g/f)/A

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