Randvoorwaarden a: Links vrij, rechts ingeklemd.
| Formules: | ||
| RA = 0 MA = 0 θA = wa(l-a)3/(6EI) + (wl-wa)(l-a)3/(24EI) yA = -wa(l-a)3(3l+a)/(24EI) - (wl-wa)(l-a)3(4l+a)/(120EI) | RB = (wa+wl)(l-a)/2 MB = -wa(l-a)2/2 - (wl-wa)(l-a)2/6 θB = 0 yB = 0 | |
| Resultaat: | ||
| RA = 0 MA = 0 θA = 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
      