Tala tugevusanalüüs
5 )4
0 = 5 ϕ0EI + ( 2700 / 6 ) 53 + ( 4000 / 24 ) ( 5 - 2.5 )4
0 = 5 ϕ0EI + 56250 + 6510.4 = 5 * ϕ0EI + 62760.4
5 ϕ0EI = - 62760.4
ϕ0EI = -62760.4 / 5 = - 12552.08
4
INP280 tala telg-inertsimoment Ix =
7590 cm
EI =190 * 109 * 7590 * 10−8 = 14421000 N / m2
ϕ0 = - 12552.08 / 14421000 = 0.00087 rad = 0.05⁰
Tala vaba otsa pöördenuk:
x = 7.6
ϕ * 14421000 = 0.000574 * 14421000 + ( 2700 / 2 ) 7.62 + ( 22700 / 2 ) ( 7.6 – 5 )2 + ( 4000 / 6 )
( 7.6 - 2.5 )3 - ( 4000 / 6 ) ( 7.6 - 5 )3
ϕ * 14421000 = 8277.654 + 77976 + 76726 + 88434 - 11717.3
ϕ = 0.01662 rad = 0.95⁰
Tala vaba otsa läbipaine:
v * 14421000 = 0.000574 * 7.6 * 14421000 + ( 2700 / 6 ) 7.63 + ( 22700 / 6 ) ( 7.6 – 5 )3 + (