Randvoorwaarden b: Links verticaal geleid, rechts ingeklemd.
Formules: | ||
RA = 0 MA = -EIγ(T2-T1)(l-a)/(lt) θA = 0 yA = aγ(T2-T1)(l-a)/(2t) |
RB = 0 MB = MA θB = 0 yB = 0 |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = 0 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