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Theory of Structures

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

1.3
1.7
1.2
1.5

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/8
WI²/12
WI²/4

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/2
L/5
L/4

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Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N
WD3n/d4N
8WD3n/d4N
4W²D3n/d4N

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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

2 /15
3 /16
/16
3 /8

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Theory of Structures
In case of principal axes of a section

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

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