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THEORY OF STRUCTURES

Theory of Structures
The load on a spring per unit deflection, is called

Proof resilience
Proof stress
Stiffness
Proof load

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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

1
3
2
4

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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

2 mm
4 mm
3 mm
5 mm

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
j = 3m – 2
j = 2m – 3
m = 2j – 3

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

6.25 t compressive
8.75 t tensile
t compressive
t tensile

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