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Theory of Structures

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

1.4
1.5
1.6
1.7

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

80 N/mm²
150 N/mm²
100 N/mm 2
120 N/mm²

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Theory of Structures
Principal planes are subjected to

None of these
Tangential stresses only
Normal stresses as well as tangential stresses
Normal stresses only

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

1.5
2.5
1.25
1

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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
bh²/12
bh³/12

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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
m = 2j – 3
j = 2m – 3

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