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Theory of Structures

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

/16
2 /15
3 /8
3 /16

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.5
2.34
1.34
2.5

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = h/l² × (1 – x )
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)

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

L/2
L
S
2L

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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
3/7
2/7
4/7

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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

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

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