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Theory of Structures

Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
t tensile
8.75 t tensile
t compressive

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
1
4
3

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/2
L/4
L/3

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

4 mm
2 mm
5 mm
3 mm

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]
BD³ + mbd³)/6D]

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