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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. is maximum
M. changes sign
S.F. is zero

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is homogeneous
Young’s modulus is same in tension as well as in compression
Material is isotropic
All of these

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/2EI
ML/EI
ML²/2EI
ML²/3EI

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.00 cm
4.25 cm
3.50 cm
2.75 cm

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Steel experiences tensile force
Composite beam gets subjected to a couple
All of these
Brass experiences compressive force

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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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