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Theory of Structures

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

2.34
1.5
2.5
1.34

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

1.7
1.2
1.3
1.5

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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

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

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²D3n/d4N
4WD²n/d4N
4W²Dn/d4N

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/4D3n
d4N/8D3n
4D3N/d4n

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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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