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- how Attempt History Current Attempt in Progress X Your answer is incorrect. Aflanged-shaped flexural member is subjected to
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Answer #1

NOTE:

ALL ANSWERS GIVEN ARE WRONG.

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35 mm 6 mm 15 mm H חומון 6 65 mm 15 mm 29.29 mm 50 mm 6 mm

The normal stress at K is comprised of:

  • Direct Axial Stress
  • Bending Stress

Direct Axial Stress = \sigma _{axial}=\frac{P}{Area}

where

  • P = force = +10.2 kN = + 10200 N
  • Area = Area of cross-section = (35\times 6)+(50\times 6)+(6\times (65-6-6))=828\:mm^2

\sigma _{axial}=\frac{P}{Area}

\sigma _{axial}=\frac{10200}{828}=12.318\:MPa

Bending Stress = \sigma _{bending}=\frac{M\times y}{I_{zz}}

where

  • M = Bending Moment = -2.1 kN.m = -2.1e6 N.mm [Compressive Stress will act]
  • y = distance of point K from centroid = 29.29-15=14.29\:mm
  • I(zz) = Area moment of inertia = 511283 mm4

\sigma _{bending}=\frac{M\times y}{I_{zz}}

\sigma _{bending}=\frac{-2.1e6\times 14.29}{511283}=-58.694\:MPa

TOTAL NORMAL STRESS AT K = -58.694 + 12.318 = -46.376 MPa

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As we can see, all the options given are wrong. But then, I have a strong feeling the answer is OPTION A.

I found that if we half the obtained answer, \frac{-46.376}{2}=-23.188\:MPa\approx \mathbf{-23.2\:MPa}

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I have checked my answer repeatedly. In case you happen to find any error that I have done, please feel free to ping in the comments. But other than that, I feel all the answers are wrong.

Kindly upvote in case I had/have helped you with the right answer. :)

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