Shear stress distribution for a tapered beam

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SUMMARY

The discussion centers on the calculation of shear stress distribution in tapered beams, specifically referencing the journal article by Balduzzi. The user is attempting to derive constants from Equations 16-18 presented in the article but is encountering difficulties. The conversation highlights the importance of accurately solving for differential segments of the beam to achieve correct shear stress values.

PREREQUISITES
  • Understanding of shear stress principles in structural engineering
  • Familiarity with tapered beam mechanics
  • Ability to interpret and manipulate differential equations
  • Knowledge of the specific constants used in shear stress calculations
NEXT STEPS
  • Review the derivation of shear stress in tapered beams as outlined in Balduzzi's article
  • Study the application of Equations 16-18 in similar engineering contexts
  • Explore software tools for structural analysis, such as ANSYS or SAP2000
  • Investigate common errors in calculating constants for shear stress distributions
USEFUL FOR

Structural engineers, students in civil engineering, and researchers focusing on beam mechanics and shear stress analysis will benefit from this discussion.

gmreit
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TL;DR
Shear stress distribution tapered beam
1603990715211.png

I am reading a journal article from Balduzzi about shear stress recover on tapered beams. I can not get the exact constants he gets and I am stumped. Above is solving for differential piece of the beam. Equations 16-18 are the ones I am trying to calculate. I attached my work and the article.
Thanks!
 

Attachments

  • 1603990610823.png
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  • BALD - Tapered Beam.pdf
    BALD - Tapered Beam.pdf
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  • IMG_4303.jpg
    IMG_4303.jpg
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Did you already get the constants?
 

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