Randvoorwaarden b: Links verticaal geleid, rechts ingeklemd.
Formules: | ||
RA = 0 MA = Δ0PCa2/C2 θA = 0 yA = -Δ0(Ca2+D2)/C2 |
RB = 0 MB = -Δ0PD2/C2 θB = 0 yB = 0 |
|
Klik hier voor info over factoren Ci en Di. |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = 0 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