Randvoorwaarden a: Links vrij, rechts ingeklemd.
Formules: | ||
RA = 0 MA = 0 θA = waCa4/(kPC1) + (wl-wa)Ca5/[k2P(l-a)C1] yA = -wa(C2Ca4-C1Ca5)/(k2PC1) - (wl-wa)(C2Ca5-C1Ca6) / [k3P(l-a)C1] |
RB = (wa+wl)(l-a)/2 MB = -wa(C2Ca4+C1Ca3)/(k2C1) - (wl-wa)(C2Ca5+C1Ca4) / [k3(l-a)C1] θB = 0 yB = 0 |
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Klik hier voor info over factoren k en Ci. |
Resultaat: | ||
RA = 0 MA = 0 θA = yA = |
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