Randvoorwaarden a: Links vrij, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = 0 θA = -Δ0kCa2/C1 yA = Δ0(C2Ca2/C1-Ca1) | RB = 0 MB = ΔAPC2/k + LTM θB = 0 yB = 0 | |
| LTM = Δ0PCa1 | ||
| Klik hier voor info over term LTM en factoren k en Ci. | ||
| Resultaat: | ||
| RA = 0 MA = 0 θA = yA = | RB = 0 MB = θB = 0 yB = 0 | |
|  | ||
| 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
      