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Theory of Structures

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

1.5
1.34
2.34
2.5

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Theory of Structures
In case of principal axes of a section

Product of moment of inertia is zero
None of these
Sum of moment of inertia is zero
Difference of moment inertia is zero

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
4/7
2/7
1/7

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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
M/T
2T/M

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/2
1/4
1/8
1/3

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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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