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Theory of Structures

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

1.3
1.5
1.2
1.7

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

Circle
Parabola
Straight line
Ellipse

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

b²h/12
bh³/12
b³h/12
bh²/12

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
3F/2A
F/2A
F/A

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Theory of Structures
In case of principal axes of a section

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

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
t tensile
6.25 t compressive
t compressive

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