Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
Formules: | ||
RA = 0 MA = -θ0PCa2/(kC1) θA = 0 yA = -θ0Ca2/(kC1) |
RB = 0 MB = 0 θB = θAC1 + MAkC2/P + LTθ yB = 0 |
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LTθ = θ0Ca1 |
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Klik hier voor info over term LTθ en factoren k en Ci. |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
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