Randvoorwaarden c: Links verticaal ondersteund, rechts ingeklemd.
Formules: | ||
RA = -3EIaθ0/l3 MA = 0 θA = -θ0(1-3a/2l) yA = 0 |
RB = -RA MB = -3EIaθ0/l2 θB = 0 yB = 0 |
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