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Theory of Structures

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

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

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
4W²D3n/d4N
8WD3n/d4N
2WD3n/d4N

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

7500 N/m²
750 N/m²
75 N/m²
75000 N/m²

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof resilience
Proof stress
Proof load

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
L
L
2L

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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

/16
2 /15
3 /8
3 /16

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