Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
| Formules: | ||
| RA = 0 MA = wa(l-a)2/2 + (wl-wa)(l-a)2/6 θA = 0 yA = -wa(l-a)2(5l2+2al-a2)/(24EI) - (wl-wa)(l-a)2(9l2+2al-a2) /(120EI) | RB = (wa+wl)(l-a)/2 MB = 0 θB = wa(l-a)2(2l+a)/(6EI) + (wl-wa)(l-a)2(3l+a)/(24EI) yB = 0 | |
| Resultaat: | ||
| RA = 0 MA = θA = 0 yA = | 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
      