Randvoorwaarden c: Links verticaal ondersteund, rechts ingeklemd.
Formules: | ||
RA = Δ0Pk(C1Ca1-C2Ca2) / (C2C3-C1C4) MA = 0 θA = -Δ0k(C4Ca2-C3Ca1) / (C2C3-C1C4) yA = 0 |
RB = -RA MB = (RAC2 + θAPC2)/k + LTM θB = 0 yB = 0 |
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LTM = Δ0PCa1 |
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Klik hier voor info over term LTM en factoren k en Ci. |
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