Randvoorwaarden d: Beide uiteinden ingeklemd.
| Formules: | ||
| RA = -6EIaγ(T2-T1)(l-a)/(tl3) MA = EIγ(T2-T1)(l-a)(3a-l)/(tl2) θA = 0 yA = 0 | RB = -RA MB = -EIγ(T2-T1)(l-a)(3a+l)/(tl2) θB = 0 yB = 0 | |
| Resultaat: | ||
| RA = MA = θA = 0 yA = 0 | RB = 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
      