69
m~ H~4.1
5
U
lHl
~
fH'I fl1
~ IU~ U1JIV1Um::al'll~
flll Y1flC!
!l~ti1JflllfiTU1t11
flll1 ri
~'IJ !l~fi
1Ul'I'UflUl1I l'I'
'lJll~fl11Y1fll'l'tJ1Jfi1UU1J 1J'Ih~!~U1
1flUU'lJ1UJlI1Ufl 'bJfll
~~~fll'll~filU
Load
Dia l GA
(8)
=
(mm.)
Slop
(e,
=
e,)
=
(m~UU)
(kg.)
fl c! ~lflfll ~ ,1<l ~ lflfln
flC!
~ l flflll
Y1fl
c!!l~
flc!~lflflnfi1U1W
"Ylfll'l!l~
fl1l.J1W
Slop
(e,)
Slop
(e,)
Slop
(e,)
Slop
(e,)
0.2 1
0.210
0.247
0.00073
0.00082
0.00 100
0.00080
0. 71
0.729
0 .837
0.00248
0.00294
0.00338
0.00270
1.21
1.264
1.426
0.00420
0.00510
0.00576
0 .0046 1
1.71
1.792
2015
0.00508
0.00728
0.00814
0.00652
2.2 1
2.335
2.605
0.00770
0. 00950
Om005
0.00842
il1flflllY1fll'lll~ !~!lJlI1Ufl
(Load)
!vilJ~Uil::;ri~f.lc! '1M~::;tJ::; fll l1ri~'lJll~filU
(Deflection)
l1 C!:::lJlJc!lfllil U~'lJll~filU
(Slope)
!vilJ~U~'U ~~lJlJl'Ilfl!ilo~
Slop
(e,)
ildlrl 1lJlflfl':il Slop
(e,)
l'Vlll::;~flI1Ufl~m:::111 11 Qlflli~mll~~1JlJ l flfl':h ~~t1'l u'lu~ l lJl1liflY1qll~ !~lllY~!fll'Jrll
8
illm-m
fl WVlfll'l
[)~!U~ U1J!V1U1Jf.ll'I~
'11'i'
il 1 flflllfilU1W~
1lJY1
qll~
\l::;
M
-
rl1!\l ~ tJil 1 flflllY1 fl M~
=
1.266
iil'lli!lJ~l
-
rll!\I ~ Uillflflnfi1 U 1ul
=
1.426 iiC!li!lJm
...
fmvil~'lJll~r1l!\I~IJ~lflflllY1flc!ll~
Ul'I:::flllfilU1W
=
0. 16 iil'lliLlJm
.
.
r11V1fllU1W'l.i' - rllV1ifl 'l .i'
... rllIUll{I9lUIli'Nfl'Vll'llfl
=
X 100
rll~filu1m'l.i'
1.426 - 1.266
- - - -
XIOO
1.426
11.22 %