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If the two principal strains at a point are 1000 x 10-6 and –600 × 10–6, then the maximum shear strain is
[1996]
  • a)
    800 x 10-6
  • b)
    500 x 10-6
  • c)
    1600 x 10-6
  • d)
    200 x 10-6
Correct answer is option 'C'. Can you explain this answer?
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If the two principal strains at a point are 1000 x 10-6 and –600...

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If the two principal strains at a point are 1000 x 10-6 and –600...
500 x 10-6, the maximum shear strain at that point can be calculated using the formula:

Maximum shear strain = (Principal strain 1 - Principal strain 2) / 2

Maximum shear strain = (1000 x 10-6 - 500 x 10-6) / 2

Maximum shear strain = 500 x 10-6 / 2

Maximum shear strain = 250 x 10-6

Therefore, the maximum shear strain at that point is 250 x 10-6.
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If the two principal strains at a point are 1000 x 10-6 and –600 × 10–6, then the maximum shear strain is[1996]a)800 x 10-6b)500 x 10-6c)1600 x 10-6d)200 x 10-6Correct answer is option 'C'. Can you explain this answer?
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