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Theory of Structures

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
4/7
2/7
3/7

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

l
L/2
2 L
L

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/8
1/12
1/16
1/10

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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 = 2m – 3
m = 2j – 3
j = 3m – 2

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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

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

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
2F/3A
F/2A
3F/2A

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