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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Hyperbola
Parabola
Straight line
Circle

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4W²D3n/d4N
4W²D3n²/d4N
4WD²n/d4N

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

150 N/mm²
120 N/mm²
100 N/mm 2
80 N/mm²

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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

294 MN
264 MN
284 MN
274 MN

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

2.34
1.5
2.5
1.34

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