Randvoorwaarden e: Beide uiteinden verticaal ondersteund.
| Formules: | ||
| RA = wa(l-a)2/(2l) + (wl-wa)(l-a)2/(6l) MA = 0 θA = -wa(l-a)2(l2+2al-a2)/(24EIl) - (wl-wa)(l-a)2(7l2+6al-3a2) /(360EIl) yA = 0 | RB = (wa+wl)(l-a)/2 - RA MB = 0 θB = wa(l2-a2)2/(24EIl) + (wl-wa)(l-a)2(8l2+9al+3a2) /(360EIl) yB = 0 | |
| Resultaat: | ||
| RA = MA = 0 θA = yA = 0 | RB = 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
      