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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
3 /8
3 /16
2 /15

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

411 N mm
711 N mm
611 N mm
511 N mm

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
bh³/12
b³h/12
b²h/12

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

1.2
1.5
1.3
1.7

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per centimetre square (N/cm²)
Per millimetre square (N/mm²)
None of these

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
All of these
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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