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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
8WD3n/d4N
2WD3n/d4N
WD3n/d4N

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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

Circle
Ellipse
Straight line
Parabola

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.5
1.5
2.34
1.34

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
2
½
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

284 MN
264 MN
294 MN
274 MN

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

2/7
4/7
3/7
1/7

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