Randvoorwaarden b: Links verticaal geleid, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = waCa4/(k2C2) + (wl-wa)Ca5/[k3P(l-a)C2] θA = 0 yA = -wa(C3Ca4-C2Ca5)/(k2PC2) - (wl-wa)(C3Ca5-C2Ca6) / [k3P(l-a)C2] | RB = (wa+wl)(l-a)/2 MB = MAC1+LTM θB = 0 yB = 0 | |
| LTM = -waCa3/k2 - (wl-wa)Ca4/[k3(l-a)] | ||
| Klik hier voor info over term LTM en factoren k en Ci. | ||
| Resultaat: | ||
| RA = 0 MA = θA = 0 yA = | 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
      