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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 /16
2 /15
3 /8
/16

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Circle
Straight line
Ellipse
Parabola

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.5 mm
5.0 mm
4.0 mm
5.5 mm

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/2EI
WL²/3EI
WL3/3EI
WL²/2EI

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The neutral fibre of the section
The fibre everywhere
The outer most fibre of the section
The inner most fibre of the section

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
250 mm
200 mm
400 mm

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