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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa/2l
wa²/2l

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.5
1.25
1

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Circle
Parabola
Ellipse

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/2
1/4
1

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum tensile stress at the section
Depth of the section
Maximum compressive stress at the section
Depth of the neutral axis

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
2L
L
L

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