Randvoorwaarden f: Links verticaal geleid, rechts verticaal ondersteund.
Formules: | ||
RA = 0 MA = waCa3/(k2C1) + (wl-wa)Ca4/[k3(l-a)C1] θA = 0 yA = [-wa(k2(l-a)2)/2-Ca3/C1) - (wl-wa)(k3(l-a)3)/6-Ca4/C1) / k(l-a)] / (k2P) |
RB = (wa+wl)(l-a)/2 MB = 0 θB = MAkC2/P + LTθ yB = 0 |
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LTθ = -waCa4/(Pk) - (wl-wa)Ca5/[Pk2(l-a)] |
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Klik hier voor info over term LTθ en over factoren k en Ci. |
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