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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Hyperbola
Straight line
Circle
Parabola

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

2.5
2.34
1.5
1.34

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

T/M
2M/ T
2T/M
M/T

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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
15 M
16 m

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
All of these
Consist of uniform thin strips
Are wound by applying a torque

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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

WL²/2EI
WL3/2EI
WL3/3EI
WL²/3EI

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