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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L/2
S
2L
L

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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

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

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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

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

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/18) A
(1/3) A
(1/12) A

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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,

15 M
14 M
13 M
16 m

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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/2
L/3
L/5
L/4

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