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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

WI²/12
WI²/4
WI²/8
WI/2

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
4D3N/d4n
8D3N/d4n
d4N/4D3n

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.508
0.207
0.307
0.407

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
4W²D3n/d4N
2WD3n/d4N
8WD3n/d4N

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

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

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

Rankine's theory
St. Venant's theory
Guest's or Trecas' theory
Von Mises' theory

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