Randvoorwaarden e: Beide uiteinden verticaal ondersteund.
| Formules: | ||
| RA = wa(l-a)2/(2l) + (wl-wa)(l-a)2/(6l) MA = 0 θA = -[wa(Ca3/C2-k(l-a)2/ (2l)) + (wl-wa)((Ca4/ (k(l-a)C2))- k(l-a)2/(6l)]/ (kP) yA = 0 | RB = (wa+wl)(l-a)/2 - RA MB = 0 θB = [wa(D1-C1)/C2- k(l2-a2)/(2l)) + (wl-wa)/(k(l-a)) [k2/(6l)(3al2-2l3-a3)+1- (D2+k(l-a)C1)/C2]/ (kP) yB = 0 | |
| Klik hier voor info over factoren k, Ci en Di. | ||
| Resultaat: | ||
| RA = MA = 0 θA = yA = 0 | RB = MB = 0 θB = yB = 0 | |
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| 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
      