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Theory of Structures

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

2.5
2.34
1.5
1.34

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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

750 N/m²
7500 N/m²
75 N/m²
75000 N/m²

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
4D3N/d4n
8D3N/d4n
d4N/4D3n

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
At one quarter span
None of these
Anywhere in the rib

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

2.125 cm³
3.125 cm³
1.125 cm³
4.125 cm²

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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/2d
L/d
(L/2d)²
(L/3d)²

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