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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

2L
L
L/2
S

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

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

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

2
1.5
3
1

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

Proof stress
Proof load
Stiffness
Proof resilience

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/2
1/8
1/4
1/3

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

b²h/12
bh³/12
bh²/12
b³h/12

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