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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d
Depth d 1/M
Depth d 3
Depth d M

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It does not regain its original shape at all
It regains its original shape on removal of the load
It regains its original shape partially on removal of the load

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
(L/2d)²
L/d
L/2d

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Parabola
Straight line
Circle

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

2
3
1.5
1

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

264 MN
274 MN
284 MN
294 MN

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