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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa/2l
wl/a
wa/l
wa²/2l

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Rankine's theory
Guest's or Trecas' theory
Haig's theory
St. Venant's theory

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

l
L
L/2
2 L

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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
100 N/mm 2
150 N/mm²
120 N/mm²

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Length of the shaft
Radius of the shaft
Modulus of rigidity

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
15
14
16

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