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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

L
L
L/2
2L

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Modulus of rigidity
Angle of twist
Length of the shaft
Radius of the shaft

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

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

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the square of exerted pressure
All of these
Is inversely proportional to Bulk modulus
Is directly proportional to the volume

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
2 L
L/2
l

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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
294 MN
274 MN
284 MN

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