Randvoorwaarden c: Links verticaal ondersteund, rechts ingeklemd.
Formules: | ||
RA = Δ0PkD1/(C2-klC1) MA = 0 θA = -Δ0k(C3Ca1+C4Ca2) / (C2C3-C1C4) yA = 0 |
RB = -RA MB = MA+RAl θB = 0 yB = 0 |
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Klik hier voor info over factoren k, Ci en Di. |
Resultaat: | ||
RA = MA = 0 θA = yA = 0 |
RB = MB = θB = 0 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