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Theory of Structures

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

WI²/8
WI/2
WI²/12
WI²/4

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

90°
60°
45°
30°

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

L/2
L
l
2 L

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
All of these
Method of joints
Method of sections

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

w²a
wa/27
wa²
wa²/27

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Modulus of rigidity
Radius of the shaft
Angle of twist
Length of the shaft

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