Randvoorwaarden c: Links verticaal ondersteund, rechts ingeklemd.
| Formules: | ||
| RA = wa(l-a)3(3l+a)/(8l3) + (wl-wa)(l-a)3(4l+a)/(40l3) MA = 0 θA = -wa(l-a)3(l+3a)/(48EIl) - (wl-wa)(l-a)3(2l+3a)/(240EIl) yA = 0 | RB = (wa+wl)(l-a)/2 - RA MB = RAl - wa(l-a)2/2 - (wl-wa)(l-a)2/6 θB = 0 yB = 0 | |
| Resultaat: | ||
| RA = MA = 0 θA = yA = 0 | 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
      