Randvoorwaarden a: Links vrij, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = 0 θA = waCa4/(kPC1) + (wl-wa)Ca5/[k2P(l-a)C1] yA = -wa(C2Ca4-C1Ca5)/(k2PC1) - (wl-wa)(C2Ca5-C1Ca6) / [k3P(l-a)C1] | RB = (wa+wl)(l-a)/2 MB = -wa(C2Ca4+C1Ca3)/(k2C1) - (wl-wa)(C2Ca5+C1Ca4) / [k3(l-a)C1] θB = 0 yB = 0 | |
| Klik hier voor info over factoren k en Ci. | ||
| Resultaat: | ||
| RA = 0 MA = 0 θA = yA = | RB = MB = θB = 0 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
      