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Theory of Structures

Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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

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

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

750 N/m²
75000 N/m²
75 N/m²
7500 N/m²

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.34
2.5
1.5
2.34

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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
b³h/12
bh³/12
bh²/12

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Circle
Hyperbola
Straight line
Parabola

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