Randvoorwaarden a: Links vrij, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = 0 θA = Δ0kCa2/C1 yA = -Δ0D1/C1 | RB = 0 MB = -Δ0PD1/C1 θB = 0 yB = 0 | |
| Klik hier voor info over factoren k, Ci en Di. | ||
| Resultaat: | ||
| RA = 0 MA = 0 θA = yA = | RB = 0 MB = θB = 0 yB = 0 | |
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| Fout: | |
Bron: R.G. Budynas and A.M. Sadegh;
      Roarks's Formulas for Stress and Strain, Ninth Edition,
      Uitg. McGraw-Hill 2020, ISBN: 978-1-26-045376-8
      