Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
| Formules: | ||
| RA = 0 MA = γ(T2-T1)EICa3/(tC1) θA = 0 yA = -γ(T2-T1)Ca3/(k2tC1) | RB = 0 MB = 0 θB = γ(T2-T1)(C2-D2)/(ktC1) yB = 0 | |
| Klik hier voor info over factoren k, Ci en Di. | ||
| Resultaat: | ||
| RA = 0 MA = θA = 0 yA = | RB = 0 MB = 0 θB = yB = 0 | |
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| 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
      