Randvoorwaarden e: Beide uiteinden verticaal ondersteund.
| Formules: | ||
| RA = 0 MA = 0 θA = -γ(T2-T1)(l-a)2/(2tl) yA = 0 | RB = 0 MB = 0 θB = γ(T2-T1)(l2-a2)/(2tl) yB = 0 | |
| Resultaat: | ||
| RA = 0 MA = 0 θA = yA = 0 | RB = 0 MB = 0 θB = 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
      