Randvoorwaarden a: Links vrij, rechts ingeklemd.
Formules: | ||
RA = 0 MA = 0 θA = -γ(T2-T1)Ca2/(ktC1) yA = γ(T2-T1)(C2Ca2/C1-Ca3)/(k2t) |
RB = 0 MB = θAPC2/k + LTM θB = 0 yB = 0 |
|
LTM = γ(T2-T1)PCa3/(k2t) |
||
Klik hier voor info over term LTM en factoren k en Ci. |
Resultaat: | ||
RA = 0 MA = 0 θA = yA = |
RB = 0 MB = θB = 0 yB = 0 |
|
|
||
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