Randvoorwaarden e: Beide uiteinden verticaal ondersteund.
Formules: | ||
RA = 0 MA = 0 θA = -γ(T2-T1)Ca3/(ktC2) yA = 0 |
RB = 0 MB = 0 θB = γ(T2-T1)(D1-C1)/(ktC2) yB = 0 |
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Klik hier voor info over factoren k, Ci en Di. |
Resultaat: | ||
RA = 0 MA = 0 θA = yA = 0 |
RB = 0 MB = 0 θB = 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