Randvoorwaarden c: Links verticaal ondersteund, rechts ingeklemd.
Formules: | ||
RA = -γ(T2-T1)P(D1-C1)/[(kt)(C2-klC1)] MA = 0 θA = -γ(T2-T1)(C3Ca3-C4Ca2)/[(kt)(C2C3-C1C4)] yA = 0 |
RB = -RA MB = 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