kqt ugięcia vc:
Vc =
dv 1
dMc El
dM(xA f 2
jM(x1)-^dx1 + J M(x: 2)
Vc =
L | |||
dM^) xŁ |
3M(x2) | ||
1 |
5MC | ||
1 |
r* p |
Mc x1 |
i r 2 |
£7 |
JoC"2Xl |
l *i)( f)^i + |
(-Px ^0 |
= -1
Mc
~fxi = 0 ’ Mc = 0
1
£7
dM(xz)
dMr
d,Xn
(-Px2-McX-l)dx2
i x|
- + P^f O 2
p i2 12
— *--b P —
21 3 8
1
£7
PI2 PI2 +
6 8
1 7 PI2 Yl 24