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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/4
WI²/12
WI/2
WI²/8

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Three bars intersecting at a point
three parallel bars
Two bars

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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

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

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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

14
16
15
11

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
2 /15
3 /16
/16

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

St. Venant
Von Mises
Rankine
Guest or Trecas

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