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Theory of Structures

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

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

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
L/d
L/2d
(L/3d)²

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress = 32M/πd³
Both A and B
Maximum shear stress = 16 T/πd³
Neither A nor B

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Theory of Structures
Stress may be defined as

Force per unit area
Force per unit length
Force per unit volume
None of these

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
11
15
16

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa²/2l
wa/2l
wl/a

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