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Theory of Structures

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

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

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per centimetre square (N/cm²)
None of these
Per millimetre square (N/mm²)

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

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
Product of moment of inertia is zero
None of these
Sum of moment of inertia is zero

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Theory of Structures
Stress may be defined as

None of these
Force per unit area
Force per unit length
Force per unit volume

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S × F
Q = S + F
Q = S – F
Q = F – S

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