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Theory of Structures

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

1.5
1.7
1.6
1.4

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
F/A
3F/2A
F/2A

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
6.25 t compressive
t compressive
t tensile

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Plastic ratio
Yield ratio
Poisson’s ratio

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003
0.001
0.0025
0.002

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Rankine
Parabolic formula
Perry
Straight line formula

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