Randvoorwaarden b: Links verticaal geleid, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = -γ(T2-T1)PCa2/(k2tC2) θA = 0 yA = γ(T2-T1)(C3Ca2/C2-Ca3)/(k2t) | RB = 0 MB = MAC1 + LTM θB = 0 yB = 0 | |
| LTM = γ(T2-T1)PCa3/(k2t) | ||
| Klik hier voor info over term LTM en factoren k en Ci. | ||
| Resultaat: | ||
| RA = 0 MA = θA = 0 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
      