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Theory of Structures

Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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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

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

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

7500 N/m²
75000 N/m²
750 N/m²
75 N/m²

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el/2d
e²l²/3d²
ee²l/3d²
el²/3d²

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

Ellipse
Circle
Parabola
Straight line

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

Method of sections
Method of joints
All of these
Graphical method

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