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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
1/7
4/7
2/7

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

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
b²h/12
b³h/12
bh²/12

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1
1.25
2.5

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
All of these
Graphical method
Method of joints

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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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