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Theory of Structures

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

Guest or Trecas
St. Venant
Rankine
Von Mises

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/4
L/3
L/5

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

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

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

411 N mm
711 N mm
511 N mm
611 N mm

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d M
Depth d 3
Depth d 1/M

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

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

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