Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
Formules: | ||
RA = 0 MA = γ(T2-T1)EICa3/(tC1) θA = 0 yA = -γ(T2-T1)Ca3/(k2tC1) |
RB = 0 MB = 0 θB = γ(T2-T1)(C2-D2)/(ktC1) yB = 0 |
|
Klik hier voor info over factoren k, Ci en Di. |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = 0 MB = 0 θB = 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