Randvoorwaarden e: Beide uiteinden verticaal ondersteund.
| Formules: | ||
| RA = wa(l-a)2/(2l) + (wl-wa)(l-a)2/(6l) MA = 0 θA = -[wa(k(l-a)2/(2l)-Ca3/C2) + (wl-wa)[k2(l-a)2/(6l)-Ca4/C2] / (Pk2(l-a)2) yA = 0 | RB = (wa+wl)(l-a)/2 - RA MB = 0 θB = θAC1 + RAC3/P + LTθ yB = 0 | |
| LTθ = -waCa4/(Pk) - (wl-wa)Ca5/[Pk2(l-a)] | ||
| Klik hier voor info over term LTθ en over factoren k en Ci. | ||
| 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
      