Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
Formules: | ||
RA = 0 MA = [waCa3/C1+ (wl-wa)/k(l-a)Ca4/C1]/k2 θA = 0 yA = [-wa(Ca3/C1-k2(l-a)2)/2)- (wl-wa)/k2(l-a) ((Ca4/C1-k3(l-a)3)/6)] / (k2P) |
RB = (wa+wl)(l-a)/2 MB = 0 θB = [wa((C2-D2)/C1-k(l-a)) + (wl-wa)/k(l-a) (k(l-a)C2-D1)/C1- k2(l-a)2/2+1)]/(kP) yB = 0 |
|
Klik hier voor info over factoren k, Ci en Di. |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = 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