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Theory of Structures

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

Method of joints
All of these
Method of sections
Graphical method

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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
WI²/12
WI²/4
WI²/8

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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

3 /8
/16
2 /15
3 /16

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
8/5
5/8
3/2

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Theory of Structures
The assumption in the theory of bending of beams is:

All of these
Material is isotropic
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
Both the ends are hinged
One end is fixed and other end is free
Both the ends are fixed

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