The stresses acting on element B in the web of a wide-flange beam are found to be

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The stresses acting on element B in the web of a wide-flange beam are found to be 14,000 psi compression in the horizontal direction and 2600 psi compression in the vertical direction. Also, shear stresses of magnitude 3800 psi act in the directions shown (see the figure for Problem 7.2-7).
Determine the maximum shear stresses and associated normal stresses and show them on a sketch of a properly oriented element?
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Mechanics of Materials

ISBN: 978-0495438076

7th edition

Authors: James M. Gere, Barry J. Goodno

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