Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
Formules: | ||
RA = 0 MA = wa(l-a)2/2 + (wl-wa)(l-a)2/6 θA = 0 yA = -wa(l-a)2(5l2+2al-a2)/(24EI) - (wl-wa)(l-a)2(9l2+2al-a2) /(120EI) |
RB = (wa+wl)(l-a)/2 MB = 0 θB = wa(l-a)2(2l+a)/(6EI) + (wl-wa)(l-a)2(3l+a)/(24EI) yB = 0 |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = MB = 0 θB = 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