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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

3 /8
2 /15
3 /16
/16

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
L/d
L/2d
(L/3d)²

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

2L
S
L
L/2

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
All of these
Method of sections
Graphical method

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

120 N/mm²
80 N/mm²
100 N/mm 2
150 N/mm²

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Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. changes sign
S.F. is zero
M. is maximum

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