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Theory of Structures

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

1.5
1.7
1.6
1.4

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

14 M
13 M
16 m
15 M

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

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

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1 cm
1.5 cm
2 cm
2.5 cm

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

4.25 cm
3.00 cm
3.50 cm
2.75 cm

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