DOC.
1
MECHANICS LECTURE NOTES
25
4 203
B
=
6.710"8-7f-j
13.6
3
.
20
6.7
•
10~8
•
8
•
101
•
13.6
•
3.14
3
=
7,6
-10
5
cm weniger
als
1
1000
mm.
10
7 der
Schwere
6-10*
2,5-20
~^2ÖJ7W
RdR
dcp-R
sin
(p(dt//)2n
^
/r[19]
2
COS
11/
[p. 20]
Kmp2nR2
sin
cpdcp
Anz[iehung]cos
y/ u
-
Kmp2nR
o
sin
cp
dcp
~-cos
w tr
u2
=
R2
+
r1
+
2Rr
cos
cp
[20]
udu
=
Rr
sin
cp
dcp
sin
cpdcp
=
udu
Jlr
Jlr