Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
| Formules: | ||
| RA = 0 MA = -γ(T2-T1)PCa3/(k2tC1) θA = 0 yA = -γ(T2-T1)Ca3/(k2tC1) | RB = 0 MB = 0 θB = MAkC2/P + LTθ yB = 0 | |
| LTθ = γ(T2-T1)Ca2/(kt) | ||
| Klik hier voor info over term LTθ en factoren k en Ci. | ||
| Resultaat: | ||
| RA = 0 MA = θA = 0 yA = | 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
      