Shaft cal calcu cula lattion
Shaft design and calculation i ii
Check lines:7.5; Project information
? 1.
1.1 1.2 1." 1.' 1.% ".
Input sectinon Prelimina Preliminar! r! shaft shaft diameter diameter design design
Calculation Calculation units Transmitted power #!aft speed Torsion moment Preliminar min. diameter
10.00 1$% "2"0.(( 1.+2
1 0.+ 0.6 0.' 0.2 0 50.2 0 50.' 50.6 50.+ 51
1
2
Ta)le 1 " ,ri-in 0.00 0.%0 0.%00 2.'%0 / a 0.(%0 1.'"+ / ) 0.(%0 1.'"+ / da 0.000 0.000 / d) 0.000 0.000 0.0"$ 0.0"$ 2." Total len-t! of t!e s!aft 2.' 45coordinate of t!e left support )earin-3 2.% 45coordinate of t!e ri-!t support )earin-3
1.( *aterial of t!e s!aft
"
'
%
6
#
$
5
%
7
&
'
1
2.$% 0.(00 1.%00 1.%00 0.000 0.000 0.0"$
".6% 1.1%0 1."(% 1."(% 0.000 0.000 0.0"$
'.+0 0.%00 0.(%0 0.(%0 0.000 0.000 0.0"$ %."0 0.2% %.0%
%."0
%."0
%."0
%."0
%."0
i7ed ree
[in] [in] [in]
2.6 T!e s!aft surface ou-!ness a3
(otches (otches and necking)d necking)do*n o*n on the shaft
".1 ".1 T!e T!e ulti ultima mate te tens tensilile e stre strenn-t! t! #u8 #u8 m3 m3 ".2 9otc! sensiti:it factor ;3 "." +. ,rans-erse hole βc 4[in] d[in] 1.(6 0.06 1.++ '."1 0.06 1.++ ".' . (ecking)do*n 4[in] d[in] r[in]
".% C. /eneral notch 4[in] )[in] 1.+" 1.1" ".6% 0.6%
βc 1.(6 1.(6 1.00 1.00 1.00
$"$0 $"$00. 0.0 0 0.'%
[psi [psi]]
β)
βt
1.6+ 1.6(
1."6 1."6
βc
β)
βt
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
β) 1.(6 1.(6 1.00 1.00 1.00
βt 1.%' 1.%' 1.00 1.00 1.00
".6 0. ounding 2et*een c!lindrical sections of the shaft 1 2 " ' βc 1.6" 1.'% 1.%( 1.62 β) 1.%0 1."( 1.%0 1.%0 βt 1.2( 1.1$ 1.2' 1.2( $. $.
1.6 Tpe of s!aft load
Calcu Calcula latition on unit unitss
2.2
#.
[HP] [&min] [l).in] [in]
Shaft Shaft shape shape and dimens dimension ions s
2.1 2.1 T!e T!e scale scale of t!e t!e disp displa lae ed d s!af s!aftt diam diamet eter er..
51
Clear ear ta2 ta2lle of of res resu ults
3oad 3oadin ing g of the the shaf shaftt
51
0
% 1.00 1.00 1.00
1
6 1.00 1.00 1.00
2
( 1.00 1.00 1.00
"
+ 1.00 1.00 1.00
'
$ 1.00 1.00 1.00
%
6
51
0
1
'.1 oadinoadin-
4 1 " # $
2
6
[in] 2."$ ".$+ 2."$ ".$+
"
alfa
601.$ ""2.6 16%".' $1".+
[<] 1'(.11 0 %( %(.11 $0
[l)f]
'
t
%
2
[l)f=ft]
6
alfa
8
2
alfa
[<]
[l)f&in]
[in]
[<]
26 26$.2" 526$.2"
5 % 7 & ' 1 5. 5.
ota otati ting ng mass masses es
%.
ateri aterial al and the t!pe t!pe of loadin loading g
6.1 #!aft material >ltimate tensile stren-t! min5ma73 6.2 6." 6.' 6.% 6.6 6.( 6.+ 6.$ 6.10 6.11 6.12 6.1" 6.1' 6.1% 6.1 6.16
>ltimate tensile stren-t! ?ield stren-t! in tension ?ield stren-t! in )endin?ield stren-t! in s!ear
#u&m #?&e #?)&e) #?s&es
$" $ "$00 %''62 (0+01 "+12"
[psi] [psi] [psi] [psi] [psi]
σC σeC τC
"%6+2 '6011 "2+6%
[p [ psi] [p [ psi] [psi]
or re-ersed loading
ati-ue limit 5 tension5press ati-ue limit 5 )endinati-ue limit 5 torsion or c!clic loading
σ!C σe!C τ!C
ati-ue limit 5 tension5press ati-ue limit 5 )endinati-ue limit 5 torsion #pecific mass *o *odulus of elasticit in tensi *od *odu ulus lus of elas elasti tici cit t in s!ea s!ea
%"%2" 6$01( "(($% o '$0.0 B " 0' 0'%(+00 D 1160 1160"0 "000 00
[psi] [psi] [p [ psi] [l)&feetA"] [psi] [psi [psi]]
? 7. 7.
20 0.+% 1.(0 1.(0 1.(0 1.(0
esults section esu esult lts s ) summ summar ar! ! 6
(.1 (.1 (.2 (.2 (." (.' (.% (.6 (.( (.+ (.$ (.10
6.1( ead load 6.1+ *a7. displaed coefficient of safet α0 6.1$ #tress ratio factor 6.20 Coefficient of ma6imum loading 6.21 @endin6.22 adial load 6.2" Torsion 6.2' Tension&Compression 6.2% 3oading conditions 6.26 oadin- from )endin- moment 6.2( oadin- from radial force 6.2+ oad from torsional moment 6.2$ oadin- from tension&pressure force 6."0 0!namic strength check 6."1 Impact from s!aft surface 6."2 Impact from s!aft sie 6."" 6."" Impa Impact ct from from stre stress ss conc concen entr trat atio ion n not notc! c!
eac eacti tion on in t!e t!e supp suppor ortt 1 eac eacti tion on in t!e t!e supp suppor ortt 2 Total s!aft wei-!t *a7imum deflection *a7imum *a7imum an-ular an-ular deflection deflection En-ular En-ular deflectio deflection n in 1 En-ular En-ular deflectio deflection n in 2 *a7. )endin- stress *a7. stress in s!ear *a7. stress in torsion
(.11 *a7. stress in tension&press (.12 *a7. e;ui:alent stress
0 0
!
511% 511%6. 6.(0 (0+% +% 51'( 51'(2. 2.2+ 2+"6 "6 m 2.0$ 0. 0 .000$
9
!9
ϕ
.%1
ϑ
σe τs τt
0.0" 0.0"6% 6% 0.0" 0.0"$1 $1 $'$2.$ "'(2.$ 6661.+
52$1 52$1.2 .2+" +""6 "6 11$ 11$2. 2.+2 +20" 0"+ + [l)f] [l)f] 5'"1 5'"1.6 .6$2 $2(6 (6 1%" 1%"'. '.26 26(( ((6 6 [l)f] [l)f] [l)] "5 [i [ i n] [<] " [<] [<] [<] [<] [psi] 15 [psi] [psi]
σσr
0.0 1"1'(.0
[psi] [p [psi]
ϑ
(.1( Drap!
"5
"
15
51
0
1
'.1 oadinoadin-
4 1 " # $
2
6
[in] 2."$ ".$+ 2."$ ".$+
"
alfa
601.$ ""2.6 16%".' $1".+
[<] 1'(.11 0 %( %(.11 $0
[l)f]
'
t
%
2
[l)f=ft]
6
alfa
8
2
alfa
[<]
[l)f&in]
[in]
[<]
26 26$.2" 526$.2"
5 % 7 & ' 1 5. 5.
ota otati ting ng mass masses es
%.
ateri aterial al and the t!pe t!pe of loadin loading g
6.1 #!aft material >ltimate tensile stren-t! min5ma73 6.2 6." 6.' 6.% 6.6 6.( 6.+ 6.$ 6.10 6.11 6.12 6.1" 6.1' 6.1% 6.1 6.16
>ltimate tensile stren-t! ?ield stren-t! in tension ?ield stren-t! in )endin?ield stren-t! in s!ear
#u&m #?&e #?)&e) #?s&es
$" $ "$00 %''62 (0+01 "+12"
[psi] [psi] [psi] [psi] [psi]
σC σeC τC
"%6+2 '6011 "2+6%
[p [ psi] [p [ psi] [psi]
or re-ersed loading
ati-ue limit 5 tension5press ati-ue limit 5 )endinati-ue limit 5 torsion or c!clic loading
σ!C σe!C τ!C
ati-ue limit 5 tension5press ati-ue limit 5 )endinati-ue limit 5 torsion #pecific mass *o *odulus of elasticit in tensi *od *odu ulus lus of elas elasti tici cit t in s!ea s!ea
%"%2" 6$01( "(($% o '$0.0 B " 0' 0'%(+00 D 1160 1160"0 "000 00
[psi] [psi] [p [ psi] [l)&feetA"] [psi] [psi [psi]]
? 7. 7.
20 0.+% 1.(0 1.(0 1.(0 1.(0
esults section esu esult lts s ) summ summar ar! ! 6
(.1 (.1 (.2 (.2 (." (.' (.% (.6 (.( (.+ (.$ (.10
6.1( ead load 6.1+ *a7. displaed coefficient of safet α0 6.1$ #tress ratio factor 6.20 Coefficient of ma6imum loading 6.21 @endin6.22 adial load 6.2" Torsion 6.2' Tension&Compression 6.2% 3oading conditions 6.26 oadin- from )endin- moment 6.2( oadin- from radial force 6.2+ oad from torsional moment 6.2$ oadin- from tension&pressure force 6."0 0!namic strength check 6."1 Impact from s!aft surface 6."2 Impact from s!aft sie 6."" 6."" Impa Impact ct from from stre stress ss conc concen entr trat atio ion n not notc! c!
eac eacti tion on in t!e t!e supp suppor ortt 1 eac eacti tion on in t!e t!e supp suppor ortt 2 Total s!aft wei-!t *a7imum deflection *a7imum *a7imum an-ular an-ular deflection deflection En-ular En-ular deflectio deflection n in 1 En-ular En-ular deflectio deflection n in 2 *a7. )endin- stress *a7. stress in s!ear *a7. stress in torsion
(.11 *a7. stress in tension&press (.12 *a7. e;ui:alent stress
0 0
!
511% 511%6. 6.(0 (0+% +% 51'( 51'(2. 2.2+ 2+"6 "6 m 2.0$ 0. 0 .000$
9
!9
ϕ
.%1
ϑ
σe τs τt
0.0" 0.0"6% 6% 0.0" 0.0"$1 $1 $'$2.$ "'(2.$ 6661.+
52$1 52$1.2 .2+" +""6 "6 11$ 11$2. 2.+2 +20" 0"+ + [l)f] [l)f] 5'"1 5'"1.6 .6$2 $2(6 (6 1%" 1%"'. '.26 26(( ((6 6 [l)f] [l)f] [l)] "5 [i [ i n] [<] " [<] [<] [<] [<] [psi] 15 [psi] [psi]
σσr
0.0 1"1'(.0
[psi] [p [psi]
ϑ
(.1( Drap!
"5
"
15
(.11 (.12 (.1" (.1' (.1%
σσr ##t # nc nc nc
*a7. stress in tension&press *a7. e;ui:alent stress *in. static safet *in. dnamic safet Critical speed E3 Critical speed @3 Critical speed C3
(.16 esults for 4 co)ordinate
&.
0.0 1"1'(.0 2.(" 1.66 0.0 2$2$61." 261%'".(
[psi] [p [psi] 5
5
[&min] [&min] [&min]
0
1
2
"
'
%
6
6.++ %'.00 %%.00 +2.%0 +".(% +".(% +".(% +".(% 5'.%20B500% 5'.%20B500% 5'.%20B500% 5'.%20B500% 5'.%20B500% 5'.%20B500% 5'.%20B500% 5'.%20B500% 20 20 20 20 20 20 20 20 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 1.12"%$%%1 20 20 20 20 20 20 20 20
/raph /raph ) 0eflecti 0eflection on ending ending angle angle
+.1 Cur:es Cur:es in -rap!
4< Plane
4= Plane
Sum
0eflection >in
ending angle >@
0.001
"00
0.000+
2%0
0.0006
200
0.0%
'00
0.0'
"%0
0.0"
"00
0.02
2%0
0.01
0.000' 1%0 0.0002
0
200 0
50.01 100
0 0
1
2
"
'
%
6
50.0002 50.000'
'.
+ngle
1
2
"
'
%
6 1%0
50.02
100
50.0"
%0 0
50.0'
%0
50.0%
0
/raph /raph ) ending ending moment moment ending ending stress stress
$.1 Cur:es Cur:es in -rap!
4< Plane
4= Plane
Sum
ending moment >l2fAft
+ngle
ending stress >psi
2%0
"00
1%000
"00
2%0
10000
2%0
200
%000
200
1%0
0
200 1%0 100 %0 0 5%0
0
1
2
"
'
%
1%0
6
5100 51%0
0
1
2
"
'
%
6
100
5%000
100
%0
510000
%0
0
51%000
0
5200 52%0
1.
/raph /raph ) adial adial force force Stress Stress in shear
10.1 Cur:es Cur:es in -rap!
4< Plane
4= Plane
Sum
adial force >l2f
Stress in shear >psi
2000 12
'000 12
1%00 10
"000 10
1000 +
2000 +
%00 6 0
1000 6 0
' 5%00
0
1
2
"
+ngle
'
%
6
' 51000
2 51000
2 52000
51%00 0
5"000 0
0
1
2
"
'
%
6
11.
/raph ) +6ial force ,orsional moment
,ensile)Compressi-e stress >psi
+6ial force >l2f
1
Stress in torsion >psi
1
(000
"00
6000
2%0
0.$
0.$
0.+
0.+
0.(
0.(
%000
0.6
0.6
'000
0.%
0.%
0.'
0.'
0."
0."
0.2
0.2
0.1
0.1
0
0 0
1
2
"
'
%
6
1".
/raph ) ,orsional angle educed stress Safet! coeficient
1#.
/raphical output C+0 s!stems
200 1%0
"000 100
2000
%0
1000 0
0 0
1
2
1".1 ,utput of 2 drawin- toF 1".2 2 drawin- scale 1#.# ,e6t description BInformation for D
ow 1 @,* attri)ute 13 ow 2 @,* attri)ute 23 ow " @,* attri)ute "3
,orsional moment >l2fAft
#!aft ma7G1.% [in] ma7G%." [in] *aterialF#tructural steel mG$"$00 [p
"
'
%
6
CalculationEs units
Imperial l)f8 in8 HP.3 #I >nits 98 mm8 kJ3 ,!pe of load
E#tatic torsion @#tatic torsion K )endinCepeated torsion K )endin-
#tatic torsion #tatic torsion K )endinepeated torsion K )endin-
oad tpe E...Common structural steel (2%003 Common structur @...#tructural steel wit! increased stre#tructural steel wi C...Hi-!5stren-t! structural steel 1( Hi-!5stren-t! stru aterial
m[*Pa] %00 +%0 1200
#u[psi] (2%00 12"2%0 1('000
+llo*a2le torsional shearing stress >Pa
'0 %6 +0
20 2+ '0
10 1' 20
3oad t!pe selection
E#tatic @epeated Ce:ersed
#tatic epeated e:ersed
Stress Concentration actors
>ser :alues Lewa end mill3 Lewa slottin- cutter3 #trai-!t5sided splines In:olute splines Press fit tpe 13 Press fit tpe 23 Press fit tpe "3 T!read aterial ta2le
*aterial I
>#B LB? LB? #PI9B #PI9B PB## PB## PB## THBE 2
"
*aterial name
C!ar
ensit
E @ C B
k-&m" (+%0 (+%0 (+%0 (200 2+00
E#tructural steel %0+00 5 101%003 #tructural steel @efined and alloed steel (2%00 efined and allo CCase5!ardened steel 101%00 5 1 Case5!ardened st Dre cast iron 1'%00 5 %0+003 Dre cast iron Bi-!t allos 1'%00 5 6%"003 i-!t allos ,a2le of ,ensile Strength Fltimate
%0+00 %""00 %%$00 %+'00 61000 6"%00
0 1 2 " ' %
2%"+.1'(%
'
%
66000 6+600 (1100 ("600 (6200 (+(00 +1"00 +"+00 +6"00 ++$00 $1'00 $"$00 $6%00 $$000 101600 Sen9iti-! coeficient m >Pa
100 200 "00 '00 %00 600 (00 +00 $00 1000 1100 1200 1"00 1'00 1%00
6 ( + $ 10 11 12 1" 1' 1% 16 1( 1+ 1$ 20 *aterial E 0.' 0.' 0.' 0.' 0.'% 0.'% 0.'% 0.% 0.6 0.( 0.+ 0.$ 0.$% 0.$% 0.
%$*aterial @ 0.' 0.' 0.' 0.' 0.'% 0.'% 0.'% 0.% 0.6 0.( 0.+ 0.$ 0.$% 0.$% 0.
%$*aterial C 0.' 0.' 0.' 0.' 0.'% 0.'% 0.'% 0.% 0.6 0.( 0.+ 0.$ 0.$% 0.$% 0.
%$*aterial 0.2 0.2" 0.26 0." 0." 0." 0." 0." 0." 0." 0." 0." 0." 0." 0."
*aterial E 1 1 0.$% 0.$1 0.++ 0.+' 0.+ 0.(+ 0.(6 0.(" 0.( 0.6+ 0.6
*aterial @ 1 1 0.+6 0.+ 0.(% 0.(1 0.6$ 0.6+ 0.6( 0.6' 0.62 0.61 0.%'
*aterial C 1 1 0.+6 0.+ 0.(% 0.(1 0.6$ 0.6+ 0.6( 0.6' 0.62 0.61 0.%'
*aterial 1 1 0.+6 0.+ 0.(% 0.(1 0.6$ 0.6+ 0.6( 0.6' 0.62 0.61 0.%'
*aterial E 1 1
*aterial @ 1 1
*aterial C 1 1
*aterial 1 1
Si9e coeficient for 2ending
d [mm] 0 10 20 "0 '0 %0 60 (0 +0 100 120 1%0 1000 Si9e coeficient for torsion
d [mm] 0 10
20 "0 '0 %0 60 (0 +0 100 120 1%0 1000
0.$1 0.+6 0.+1 0.(+ 0.(6 0.(' 0.(" 0.(2 0.( 0.6+ 0.6
0.$1 0.+6 0.+1 0.(+ 0.(6 0.(' 0.(" 0.(2 0.( 0.6+ 0.6
0.$1 0.+6 0.+1 0.(+ 0.(6 0.(' 0.(" 0.(2 0.( 0.6+ 0.6
0.$1 0.+6 0.+1 0.(+ 0.(6 0.(' 0.(" 0.(2 0.( 0.6+ 0.6
Shaft surface coeficient ) selection
Tpe Polis!ed ine -round Dround Turned ou-! mac!ined >nmodified rface wit! iron scal Corrosion
I E @ C B D H
a [nmm] 0.1 0.2 0.+ 1.6 ".2 2% 5 5
a [ninc!] ' + "2 6' 12% 1000 5 5
E 1 1 1 1 1 1 1 1 1
@ 1 0.$$ 0.$+ 0.$6 0.$' 0.$2 0.$2 0.$1 0.$1
C 0.$+ 0.$( 0.$6 0.$2 0.+$ 0.+( 0.+6 0.+% 0.+%
0.$6 0.$( 0.$" 0.++ 0.+% 0.+2 0.($ 0.(+ 0.(+
ending
,orsion
0.01 0.01 0.02 0.0' 0.06 0.0$ 0.12 0.1% 0.1+ 0.22 0.26 0."1
0.01 0.01 0.01 0.02 0.0" 0.0' 0.06 0.0+ 0.0$ 0.12 0.1% 0.1+
Cone end
Cone length
Start dia
Gnd dia
0.% 2.$% ".6%
0.% 2.'% 0.(
0.(% 1.'"(% 1.%
0.(% 1.'"(% 1.%
EPolis!ed '3 @ine -round +3 CDround "23 Turned 6'3 Bou-! mac!ined 12%3 >nmodified 10003 D#urface wit! iron scales 53 HCorrosion 53 Shaft surface coeficient ) -alues
m [*Pa] 0 100 200 '00 600 +00 1000 1200 1'00 aterial sen9iti-it! coefficient
0 '00 %00 600 (00 +00 $00 1000 1100 1200 1"00 1'00 ,a2le of shaft diameters Cone 2egin
0 0.% 2.
%$ ".6% '.+ %." %." %." %." %."
'.+ %." %." %." %." %." %."
1.1% 0.% 0 0 0 0 0
1."(% 0.(% 0 0 0 0 0
1."(% 0.(% 0 0 0 0 0
Le E
Le @
#tri-!t splines
1 1 1 1 1 1 1 1 1 1 1 1
1 1.2 1."% 1.%1 1.6' 1.(6 1.+$ 2.01 2.1' 2.26 2."+ 2.%
1 1.1 1.2 1." 1."+ 1.'6 1.%' 1.62 1.6' 1.(( 1.+6 1.$2
1.6 1.+ 1.$% 2.1 2.2% 2."6 2.'% 2.%% 2.6( 2.( 2.(% 2.+
1 1 1 1 1 1 1 1 1 1 1 1
1 1.2 1."% 1.%1 1.6' 1.(6 1.+$ 2.01 2.1' 2.26 2."+ 2.%
1 1.1 1.2 1." 1."+ 1.'6 1.%' 1.62 1.6' 1.(( 1.+6 1.$2
1.6 1.+ 1.$% 2.1 2.2% 2."6 2.'% 2.%% 2.6( 2.( 2.(% 2.+
1 1 1 1 1 1 1 1 1 1 1 1
1 1.0% 1.1 1.2 1."( 1.%' 1.(1 1.++ 2.0% 2.22 2."2 2."$
1 1.0% 1.1 1.2 1."( 1.%' 1.(1 1.++ 2.0% 2.22 2."2 2."$
1.1 1.1% 1.2% 1."% 1.'% 1.%% 1.6 1.6% 1.( 1.(2 1.(" 1.(%
0
0.1
0.2
0."
Stress coeficients BtensionD
0 200 "00 '00 %00 600 (00 +00 $00 1000 1100 1200 Stress coeficients B2endingD
0 200 "00 '00 %00 600 (00 +00 $00 1000 1100 1200 Stress coeficients BtorsionD
0 200 "00 '00 %00 600 (00 +00 $00 1000 1100 1200
Hole coeficients
d&
E7 I7 #7 Ik
1 1 1 1
,a2le of results columns
01M 5 #!ear force [l)f] 02M 5 @endin- moment [l)f=ft] 0"M 5 En-ular deflection [<] 0'M 5 eflection [in] 0%M 5 @endin- stress [psi] 06M 5 #tress in s!ear [psi] 0(? 5 #!ear force [l)f] 0+? 5 @endin- moment [l)f=ft] 0$? 5 En-ular deflection [<] 10? 5 eflection [in] 11? 5 @endin- stress [psi] 12? 5 #tress in s!ear [psi] 1"#!ear force 5 #um [l)f] 1'@endin- moment 5 #um [l)f=ft] 1%En-ular deflection 5 #um [<] 16eflection 5 #um [in] 1(@endin- stress 5 #um [psi] 1+#tress in s!ear 5 #um [psi] 1$#!ear force 5 irection of ma7. : 20@endin- moment 5 irection of m 21En-ular deflection 5 irection of 22eflection 5 irection of ma7. :al 2"@endin- stress 5 irection of ma 2'#tress in s!ear 5 irection of ma 2%Torsional moment [l)f=ft] 26#tress in torsion [psi] 2(Torsion an-le [<] 2+Tension [l)f] 2$#tress in tension [psi] "0B;ui:alent stress [psi] "1Total coefficient 5 )endin"2Total coefficient 5 tension ""Total coefficient 5 s!ear "'Total coefficient 5 torsion "%Cross section 5 area [inA2] "6Cross5section 5 ;uadratic mome "(Cross5section 5 section modulus "+Cross5section 5 Polar moment of "$Cross section 5 Polar section mo '0#afet coefficient e;ui:alent str '1#afet coefficient static3 '2#afet coefficient dnamic3 '"Bmpt -rap! #afet ma7. :alue % 10
I 01 02 0" 0' 0% 06 0( 0+ 0$ 10 11 12 1" 1' 1% 16 1( 1+ 1$ 20 21 22 2" 2' 2% 26 2( 2+ 2$ "0 "1 "2 "" "' "% "6 "( "+ "$ '0 '1 '2 '"
0.+( 0.+" 0.+" 0.$1
0.(' 0.66 0.6+ 0.+2
0.62 0.%1 0.%" 0.("
9ame >nits #I >nits Imp M 5 #!ear force 9 l)f M 5 @endin- mo 9m l)f=ft M 5 En-ular defle < < M 5 eflection mm in M 5 @endin- stre *Pa psi M 5 #tress in s!e *Pa psi ? 5 #!ear force 9 l)f ? 5 @endin- mo 9m l)f=ft ? 5 En-ular defle < < ? 5 eflection mm in ? 5 @endin- stre *Pa psi ? 5 #tress in s!e *Pa psi #!ear force 5 #u 9 l)f @endin- momen 9m l)f=ft En-ular deflectio < < eflection 5 #um mm in @endin- stress 5 *Pa psi #tress in s!ear 5 *Pa psi #!ear force 5 ir < < @endin- momen < < En-ular deflectio < < eflection 5 ire < < @endin- stress 5 < < #tress in s!ear 5 < < Torsional mome 9m l)f=ft #tress in torsion *Pa psi Torsion an-le < < Tension 9 l)f #tress in tension *Pa psi B;ui:alent stres *Pa psi Total coefficient N N Total coefficient N N Total coefficient N N Total coefficient N N Cross section 5 a mmA2 inA2 Cross5section 5 mmA' inA' Cross5section 5 mmA" inA" Cross5section 5 mmA' inA' Cross section 5 mmA" inA" #afet coefficient e;ui:alent stress3 #afet coefficient static3 #afet coefficient dnamic3 Bmpt -rap!
20 %0 100 200 %00 1000 Coeficient +lfa
Torsion @endin- 5O static dnamic alternatin-
static 1 1.1% 1."
dnamic 0.+ 1 1.1%
alternatin0.( 0.+% 1
Coeficient for critical speed
#!aft freel rotatin- in )earin-s8 o:er #!aft freel rotatin- in )earin-s8 rotati #tationar placed s!aft 5 onl discs ar
0.$ 1 1."
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6
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*odul of Blasticit Tension *Pa 210000 210000 210000 1++'$000 ("000
Torsion *Pa +0000 +0000 +0000 (+%"+00 2('00
+
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σm3min
σm3ma7
*Pa "%0 %00 (00 100 100
*Pa (00 1'00 1200 "%0 '%0
10
11
σm3
σe3
selected
selected
*Pa '00 600 $00 200 "00
*Pa %''62 610"% %6"'0 %6"'0 6%("0
12
1"
Tension 5 Compression
σ C coef = m 0."+ 0."6 0.'2 0.2% 0."
σ !C coef 0.%( 0.%' 0.6" 0."(% 0.6
*aterial B 0." 0."% 0.' 0.'% 0.% 0.% 0.% 0.% 0.% 0.% 0.% 0.% 0.% 0.% 0.% *aterial B 1 1 1 1 1 1 1 1 1 1 1 1 1 *aterial B 1 1
1 1 1 1 1 1 1 1 1 1 1
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Clindrical Clindrical Clindrical pressure E pressure @ pressure C
T!read
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,ranslation ta2le
#!ear force @endin- moment En-ular deflection eflection @endin- stress #tress in s!ear #um irection of ma7. :alue
0.1$ 0.0+ 0.11 0.2$
0.1 0.0" 0.0% 0.1(
0.0' 0.006 0.01 0.0(
0 0 0 0
tin- disc etween t!e )earin-s
1'
1%
16
1(
@endin-
σ C) 0.'$ 0.'+ 0.'6 0.'2 0.'
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Torsion e) 1." 1.2 1." 1." 1."
τ Ct 0."% 0." 0." 0.' 0.2%
τ !Ct 0.'02% 0.'2 0."$ 0.%6 0.%
et 0.( 0.( 0.6 0.6 0.6
20 σe)3 selected
*Pa (0+00.6 ("2'2 ("2'2 ("2'2 +%''$
21 σes3 selected
"+12".' '2(2'.% ""+0' ""+0' "$'"+
Eut!oriation 1. /eneral
1.1 an-ua-e ". Info
2.1 9ame of !elp file 2.2 ersion num)er 2." ersion date Copri-!t R 200" T!is pro-ram&work)ook is copri-!t protected
s!aft.!tm s!aftQ02Q+1 1+.+.200+521F"%F'2
www.mitcalc.com
1. 04 utput ,arget +pplications ,a2le
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$ iQ [rad] 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2$$ 0.0"%2+% 0.0"%2%% 0.0"%20$ 0.0"%1'( 0.0"%0( 0.0"'$(( 0.0"'+6+ 0.0"'('" 0.0"'60" 0.0"'''( 0.0"'2(% 0.0"'0+( 0.0""++' 0.0""66% 0.0""'" 0.0""1+ 0.0"2$1" 0.0"26"1 0.0"2""' 0.0"202 0.0"16$1 0.0"1"'6 0.0"0$+%
10 Q [in] 50.0001% 50.0001% 50.0001' 50.0001" 50.0001" 50.00012 50.00011 50.00011 50.0001 51B500' 5$B500% 5+B500% 5+B500% 5(B500% 56B500% 56B500% 5 %B500% 5 'B500% 5'B500% 5"B500% 52B500% 52B500% 51B500% 5'B5006 2.(B5006 $.2B5006 1.6B500% 2.2B500% 2.$B500% ".%B500% '.2B500% '.+B500% %.%B500% 6.1B500% 6.(B500% (.'B500% +.0B500% +.6B500% $."B500% $.$B500% 0.00010% 0.000111 0.00011( 0.00012" 0.00012$ 0.0001"% 0.0001'1
11 #)Q [psi]
12 #sQ [psi]
0 1.1B5011 1.1B5012 5$B5012 1.+B5011 +."B5012 52B5012 51B5011 51B5011 52B5011 5%B5012 5"B5012 51B5011 52B5011 52B5011 5%B5012 52B5011 51B5011 2.0B5012 5+B5012 6.$B5012 +.6B5012 51B5012 51B5011 5122.++" 5'1+.$1+ 5(1'.$%' 51010.$$ 51"0(.02 5160".06 51+$$.1 521$%.1" 52'$1.1( 52(+(.2 5"0+".2' 5""($.2( 5"6(%."1 5"$(1."' 5'26(."+ 5'%6".'1 5'+%$.'% 5%1%%.'$ 5%'%1.%2 5%('(.%6 560'".%$ 56""$.6" 566"%.66
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2' 5261+.2'
1' *oQsum [l)f=ft] 0 1.2B5006 ".%B5006 (.0B5006 1.2B500% 1.+B500% 2.%B500% "."B500% '.2B500% %."B500% 6.%B500% (.(B500% $.2B500% 0.00010( 0.00012" 0.0001'1 0.00016 0.0001+ 0.000201 0.00022" 0.0002'6 0.0002(1 0.0002$( 0.000"2' 0.'"(%06 1.'$12$+ 2.%'%0$ ".%$+++2 '.6%26(% %.(06'6+ 6.(60261 (.+1'0%% +.+6(+'$ $.$216'" 10.$(%'' 12.02$2" 1".0+"0" 1'.1"6+2 1%.1$062 16.2'''1 1(.2$+21 1+."%201 1$.'0%+ 20.'%$6 21.%1"' 22.%6(1$ 2".620$$
1% iQsum [rad] 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6'%$ 0.0"6''' 0.0"6'1" 0.0"6"66 0.0"6"02 0.0"6222 0.0"6126 0.0"601' 0.0"%++% 0.0"%('1 0.0"%%+ 0.0"%'0" 0.0"%20$ 0.0"% 0.0"'((' 0.0"'%"2 0.0"'2(" 0.0""$$$ 0.0""(0+ 0.0""'01 0.0""0(( 0.0"2("+ 0.0"2"+2 0.0"201
16 Qsum [in] 0.0001%$ 0.0001%2 0.0001'6 0.0001"$ 0.0001"2 0.00012% 0.00011$ 0.000112 0.00010% $.+B500% $.2B500% +.%B500% (.+B500% (.1B500% 6.%B500% %.+B500% %.1B500% '.'B500% ".+B500% ".1B500% 2.'B500% 1.(B500% 1.1B500% ".$B5006 2.+B5006 $.%B5006 1.6B500% 2."B500% ".0B500% ".6B500% '."B500% %.0B500% %.6B500% 6."B500% (.0B500% (.6B500% +."B500% +.$B500% $.6B500% 0.000102 0.00010+ 0.00011% 0.000121 0.00012( 0.0001"" 0.0001"$ 0.0001'%
1( 20 21 #)Qsum *oQan- iQan[psi] 0 0 (6 0.000"' 1+0 (6 0.00102 1+0 (6 0 .0020' 1+0 (6 0.00"' 1+0 (6 0.00%1 1+0 (6 0.00(1"$ 1+0 (6 0.00$%1$ 1+0 (6 0.0122"$ 1+0 (6 0.01%2$$ 1+0 (6 0.01+6$+ 1+0 (6 0.022'"+ 1+0 (6 0.026%1+ 1+0 (6 0.0"0$"( 1+0 (6 0.0"%6$( 1+0 (6 0.0'0($6 1+0 (6 0.0'62"6 1+0 (6 0.0%201% 1+0 (6 0.0%+1"% 1+0 (6 0.06'%$' 1+0 (6 0.0(1"$' 1+0 (6 0.0(+%"" 1+0 (6 0.0+6012 1+0 (6 0.0$"+"2 1+0 (6 126.('"$ 2%6 (6 '"2.02"6 2%6 (6 ("(."0"" 2%6 (6 10'2.%+" 2%6 (6 1"'(.+6" 2%6 (6 16%".1'" 2%6 (6 1$%+.'2" 2%6 (6 226".(0" 2%6 (6 2%6+.$+" 2%6 (6 2+('.26' 2%6 (6 "1($.%'' 2%6 (% "'+'.+2% 2%6 (% "($0.10% 2%6 (% '0$%."+6 2%6 (% ''00.66( 2%6 (% '(0%.$'( 2%6 (% %011.22+ 2%6 (% %"16.%0$ 2%6 (% %621.($ 2%6 (% %$2(.0(2 2%6 (% 62"2."%" 2%6 (% 6%"(.6"' 2%6 (% 6+'2.$16 2%6 (%
0.0"060$ 0.0"021( 0.0"01+6 0.0"01%% 0.0"0122 0.0"00+$ 0.0"00%' 0.0"001+ 0.02$$+ 0.02$$'2 0.02$$0" 0.02$+62 0.02$+2 0.02$((( 0.02$("" 0.02$6+( 0.02$6'1 0.02$%$" 0.02$%'' 0.02$'$' 0.02$''" 0.02$"$ 0.02$""( 0.02$2+2 0.02$226 0.02$16$ 0.02$111 0.02$0%2 0.02+$$1 0.02+$2$ 0.02++66 0.02++02 0.02+("( 0.02+6(1 0.02+60" 0.02+%"' 0.02+'6% 0.02+"$' 0.02+"21 0.02+2'+ 0.02+1(" 0.02+0$+ 0.02+021 0.02($'" 0.02(+6' 0.02((+" 0.02((02 0.02(61$ 0.02(%"% 0.02('% 0.02("6'
0.0001'6 0.0001%2 0.0001%+ 0.00016" 0.00016$ 0.0001(' 0.0001+ 0.0001+% 0.0001$1 0.0001$6 0.000202 0.00020+ 0.00021" 0.00021$ 0.00022' 0.0002" 0.0002"% 0.0002'1 0.0002'6 0.0002%2 0.0002%( 0.000262 0.00026+ 0.0002(" 0.0002($ 0.0002+' 0.0002$ 0.0002$% 0.000" 0.000"06 0.000"11 0.000"16 0.000"22 0.000"2( 0.000""2 0.000""+ 0.000"'" 0.000"'+ 0.000"%" 0.000"%$ 0.000"6' 0.000"6$ 0.000"(' 0.000"($ 0.000"+% 0.000"$ 0.000"$% 0.000' 0.000'0% 0.000'1 0.000'1%
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0.0"1622 0.0"121+ 0.0"11+6 0.0"11%' 0.0"1121 0.0"10+6 0.0"10% 0.0"101" 0.0"0$(' 0.0"0$"% 0.0"0+$' 0.0"0+%2 0.0"0+0$ 0.0"0(6' 0.0"0(1$ 0.0"06(2 0.0"062' 0.0"0%(% 0.0"0%2' 0.0"0'(" 0.0"0'2 0.0"0"66 0.0"0"1 0.0"02%' 0.0"01$6 0.0"01"+ 0.0"00(( 0.0"0016 0.02$$%' 0.02$+$ 0.02$+2% 0.02$(%$ 0.02$6$2 0.02$62' 0.02$%%' 0.02$'+" 0.02$'11 0.02$""+ 0.02$26" 0.02$1++ 0.02$111 0.02$0"" 0.02+$%" 0.02++(" 0.02+($1 0.02+(0+ 0.02+62' 0.02+%"$ 0.02+'%2 0.02+"6% 0.02+2(6
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22 Qan2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (6 (% (% (% (%
2" #)Qan0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 1+0 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6 2%6
2% Tor [l)f=ft]
26 #QTor [psi] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2( iQTor [de-] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2+ Tens [l)f] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2$ #QTens [psi] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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#!eet te7ts
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Copri-!t R 200" 4*QCopri-!t T!is pro-ram&work)ook is copri-!t protected * Drap!ic output * Drap!ic output 4*QBrr*s-4CQBrr*sCalculation wit!out errors. 4*QBrr*s-2 C!eck linesF
C!)a ^pisu #stmo:^ c!)a #oftware nen nainstalo:^n Lontaktn informaceF Copri-!t R 200" Tento pro-ram&seit je c!r^n_n copri-!tem. Drafick\ :\stup Drafick\ :\stup \poet )e c!). Mkontrolujte ^dekF
*essa-es special for calculation 4QEpp B7port of drawinB7port :\kresu 4QEpp Epplication Pro-ram 4QEpp isnSt runnin-. o ou want to sa:e t!e drawin- nen sput_n. C!cete ulogit :\kre 4QB7i ile #ou)or 4QB7i e7ist. ,:erwrite it jig e7istuje. C!cete jej pepsat @T9Q01 #!aft calculation \poet !dele @T9Q02 Clear ta)le of results `istit ta)ulku :\sledkh 4*Q#uppi7ed i7ed Pe:n^ 4*Q#uppoose ree oln^ 4#QDrap! Drap! Draf 4*Qeflection eflection Prh!) 4*Q@endEn@endin- an-le ,!)o:\ !el 4*Q@end* @endin- moment ,!)o:\ moment 4*Q@end# @endin- stress 9ap_t : o!)u 4*Qadoad adial force Posou:ajc sla 4*Q#!ear#tress #tress in s!ear 9ap_t :e sti!u 4*QTension E7ial force ,so:^ sla 4*QTension# Tensile5Compressi:e stress Ta!o:5Tlako: nap_t 4*QTorsion Torsional moment Lroutic moment 4*QTorsion# #tress in torsion 9ap_t : krutu 4*Qorce orce #la 4*Q#tress #tress 9ap_t 4*Qef#tress educed stress eduko:an nap_t 4*QTorEn-le Torsional an-le !el kroucen 4*Q#afet #afet coeficient Loeficient )epenosti 4*Q#af#tat #tatic safet #tatick^ )epenost 4*Q#afn namic safet namick^ )epenost 4*Q0001 4CQ001' Calculation units Zednotk :\potu 4*Q0002 #tatic torsion #t^l\ krut 4*Q000" #tatic torsion K )endin#t^l\ krut K o!) 4*Q000' epeated torsion K )endin*ji:\ krut K o!) 4*Q000% Common structural steel @_gn^ konstrukn ocel 4*Q0006 #tructural steel wit! increased stren-t! ,cel se :\enou pe:nost 4*Q000( Hi-!5stren-t! structural steel ,cel s :sokou pe:nost 4*Q000+ #tatic #tatick 4*Q000$ epeated *ji: 4*Q0010 e:ersed #tda: 4*Q0011 #tructural steel Lonstrukn ocel 4*Q0012 efined and alloed steel Mulec!t_n^ a le-o:an^ ocel 4*Q001" Case5!ardened steel Cemento:an^ ocel 4*Q001' Dre cast iron ed^ litina
4*Q001% 4*Q0016 4*Q001( 4*Q001+ 4*Q001$ 4*Q0020 4*Q0021 4*Q0022 4*Q002" 4*Q002' 4*Q002% 4*Q0026 4*Q002( 4*Q002+ 4*Q002$ 4*Q00"0 4*Q00"1 4*Q00"2 4*Q00"" 4*Q00"' 4*Q00"% 4*Q00"6 4*Q00"( 4*Q00"+ 4*Q00"$ 4*Q00'0 4*Q00'1 4*Q00'2 4*Q00'" 4*Q00'' 4*Q00'% 4*Q00'6 4*Q00'( 4*Q00'+ 4*Q00'$ 4*Q00%0 4*Q00%1 4*Q00%2 4#Q0001 4#Q0002 4#Q000" 4#Q000' 4#Q000% 4#Q0006 4*Q00%" 4#Q000( 4#Q001" 4*Q00%' 4*Q00%% 4*Q00%6 4*Q00%( 4*Q00%+ 4*Q00%$ 4*Q0060
4CQ00%2 4CQ0001 4CQ0002 4CQ000" 4CQ000' 4CQ000% 4CQ0006 4CQ00%" 4CQ000( 4CQ001" 4CQ00%' 4CQ00%% 4CQ00%6 4CQ00%( 4CQ00%+ 4CQ00%$
i-!t allos Polis!ed ine -round Dround Turned ou-! mac!ined >nmodified #urface wit! iron scales Corrosion #!ear force @endin- moment En-ular deflection eflection @endin- stress #tress in s!ear #um irection of ma7. :alue Torsional moment #tress in torsion Torsion an-le Tension #tress in tension B;ui:alent stress Total coefficient 5 )endinTotal coefficient 5 tension Total coefficient 5 s!ear Total coefficient 5 torsion Cross section 5 area Cross5section 5 ;uadratic moment Cross5section 5 section modulus in )end Cross5section 5 Polar moment of inertia Cross section 5 Polar section modulus #afet coefficient e;ui:alent stress3 #afet coefficient static3 #afet coefficient dnamic3 Bmpt -rap! #!aft desi-n and calculation Input sectinon Preliminar s!aft diameter desi-n #!aft s!ape and dimensions 9otc!es and neckin-5down on t!e s!aft oadin- of t!e s!aft otatin- masses *aterial and t!e tpe of loadinesults section esults 5 summar Drap!ical output8 CE sstems Transmitted power #!aft speed Torsion moment Preliminar min. diameter Tpe of s!aft load *aterial of t!e s!aft 4 ile
e!k slitin et_no Zemn_ )roueno @roueno #oustrugeno Hru)o:^no @e pra: Po:rc! s okujemi Lorodo:^no Posou:ajc sla ,!)o:\ moment 9atoen Prh!) 9ap_t : o!)u 9ap_t :e sti!u #ouet #m_r ma7im^ln !odnot Lroutic moment 9ap_t : krutu !el kroucen 9ap_t 9ap_t : ta!u eduko:an nap_t Celko:\ souinitel 5 o!) Celko:\ souinitel 5 ta! Celko:\ souinitel 5 sti! Celko:\ souinitel 5 krut e 5 ploc!a e 5 k:adratick\ moment e 5 prheo:\ modul : o!)u e 5 modul tu!osti : krutu e 5 prheo:\ modul : krutu Loeficient )epenosti reduko:a Loeficient )epenosti statick\3 Loeficient )epenosti dnamic Pr^dn\ -raf 9^:r! a :\poet !dele Lapitola :stupnc! parametrh Ped)_gn\ n^:r! prhm_ru !del T:ar a rom_r !dele ru) a ^pic! na !deli Matgen !dele otujc !mot *ateri^l a phso) nam^!^n Lapitola :\sledkh \sledk 5 s!rnut Drafick\ :\stup8 CE stm Pen^en\ :\kon ,t^k !dele Lroutic moment Ped)_gn\ min. prhm_r Tp atgen !dele *ateri^l !dele pe:nost : ta!u3 4 sou)or
4*Q0061 4*Q0062 4*Q006" 4*Q006' 4*Q006% 4*Q0066 4*Q006( 4*Q006+ 4*Q006$ 4*Q00(0 4*Q00(1 4*Q00(2 4*Q00(" 4*Q00(' 4*Q00(% 4*Q00(6 4*Q0200 4*Q00(( 4*Q00(+ 4*Q00($ 4*Q00+0 4*Q00+1 4*Q00+2 4*Q00+" 4*Q00+' 4*Q00+% 4*Q00+6 4*Q00+( 4*Q00++ 4*Q00+$ 4*Q00$0 4*Q00$1 4*Q00$2 4*Q00$" 4*Q00$' 4*Q00$% 4*Q00$6 4*Q00$( 4*Q00$+ 4*Q00$$ 4*Q0100 4*Q0101 4*Q0102 4*Q010" 4*Q010' 4*Q010% 4*Q0106 4*Q010( 4*Q010+ 4*Q010$ 4*Q0110 4*Q0111 4*Q0112 4*Q011"
4CQ0061 4CQ0062 4CQ006' 4CQ006% 4CQ0066 4CQ006( 4CQ006+ 4CQ006$ 4CQ00(0 4CQ00(1 4CQ00(2 4CQ00(" 4CQ00(' 4CQ00(% 4CQ00(6 4CQ0200 4CQ00((
4CQ00++ 4CQ00+$ 4CQ00$0 4CQ00$1
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4CQ0101
4CQ010% 4CQ010+ 4CQ010$ 4CQ0110
T!e scale of t!e displaed s!aft diameter. *_tko prhm_ru o)raen!o ! Ta)le Ta)ulka ,ri-in Po^tek Total len-t! of t!e s!aft Celko:^ dlka !dele 45coordinate of t!e left support )earin-3 45o:^ souadnice le: podpor l 45coordinate of t!e ri-!t support )earin-3 45o:^ souadnice pra: podpor T!e s!aft surface ou-!ness a3 Po:rc! !dele rsnost a3 T!e ultimate tensile stren-t! #u8 m3 *e pe:nosti : ta!u #u8 m3 9otc! sensiti:it factor ;3 Loeficient citli:osti materi^lu ;3 E. Trans:erse !ole E. Prhc!o dra @. 9eckin-5down @. M^pic! C. Deneral notc! C. ,)ecn\ :ru) . oundin- )etween clindrical sections of t!e. Mao)len mei :^lco:\mi sek oadinMatgen Edditional rotatin- masses resonance speed3 odaten rotujc !mot :\po >se loadin- from t!e wei-!t of disks in t!e calc Pougt atgen od !motnosti kot 4 4 #!aft material >ltimate tensile stren-t! min5m *ateri^l !dele Pe:nost : ta!u >ltimate tensile stren-t! *e pe:nosti : ta!u ?ield stren-t! in tension *e kluu : ta!u ?ield stren-t! in )endin*e kluu : o!)u ?ield stren-t! in s!ear *e kluu :e smku ati-ue limit 5 tension5pressure *e na: 5 ta!&tlak ati-ue limit 5 )endin*e na: 5 o!) ati-ue limit 5 torsion *e na: 5 krut #pecific mass *_rn^ !motnost *odulus of elasticit in tension *odul prugnosti : ta!u *odulus of elasticit in s!ear *odul prugnosti :e smku ead load Matgen :lastn :a!ou *a7. displaed coefficient of safet *a7. o)raen\ souinitel )epe #tress ratio factor #ouinitel nam^!^n Coefficient of ma7imum loadin#ouinitel ma7. atgen @endin,!) adial load Posou:ajc sla Torsion Lrut Tension&Compression Ta!&Tlak oadin- conditions Mat_go:ac podmnk oadin- from )endin- moment Matgen o!)o:\m momentem oadin- from radial force Matgen posou:ajc silou oad from torsional moment Matgen krouticm momentem oadin- from tension&pressure force Matgen ta!o:ou&tlako:ou silou namic stren-t! c!eck namick^ kontrola Impact from s!aft surface li: po:rc!u !dele Impact from s!aft sie li: :elikosti !dele Impact from stress concentration notc!3 li: koncentrace nap_t :ru)3 eaction in t!e support 1 eakce : podpoe 1 eaction in t!e support 2 eakce : podpoe 2 Total s!aft wei-!t Celko:^ !motnost !dele *a7imum deflection *a7im^ln prh!) *a7imum an-ular deflection *a7im^ln kroucen En-ular deflection in 1 9aklopen : 1 En-ular deflection in 2 9aklopen : 2 *a7. )endin- stress *a7. nap_t : o!)u *a7. stress in s!ear *a7. nap_t :e sti!u
4*Q011' 4*Q011% 4*Q0116 4*Q011( 4CQ011( 4*Q011+ 4CQ011+ 4*Q011$ 4CQ011$ 4*Q0120 4CQ0120 4*Q0121 4CQ0121 4*Q0122 4*Q012" 4*Q012' 4*Q012% 4*Q0126 4*Q012( 4CQ012( 4*Q012+ 4*Q012$ 4*Q01"0 4*Q01"1 4*Q01"2 4*Q01"" 4*Q01"' 4*Q01"% 4*Q01"6 4*Q01"( 4*Q01"+ 4CQ01"+ 4*Q01"$ 4CQ01"$ 4*Q4#cale 4*Q4#Euto
*a7. stress in torsion *a7. stress in tension&pressure *a7. e;ui:alent stress Critical speed E3 *in. static safet *in. dnamic safet esults for 4 co5ordinate Drap! Cur:es in -rap! 4M Plane 4? Plane #um En-le ,utput of 2 drawin- toF >ser :alues Lewa end mill3 Lewa slottin- cutter3 #trai-!t5sided splines In:olute splines Press fit tpe 13 Press fit tpe 23 Press fit tpe "3 T!read #!aft or re:ersed loadinor cclic loadin2 drawin- scale Eutomatic
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Bin-a)efe!ler #stemfe!ler ie #oftware ist nic!t installiert Lontaktinformationen Copri-!t R 200" ieses Pro-ramm & Paket ist ur!e)errec!tlic! -esc!tt. Drap!isc!er Eus-anDrap!isc!er Eus-an@erec!nun- fe!lerfrei. Meile kontrollierenF Meic!nun- e7portieren Pro-ramm ist nic!t -estartet. Jnsc!en #ie die Meic!nun- in der 4 atei u speic!ern atei e7istiert sc!on. )ersc!rei)en @erec!nun- der Jelle esultatsta)elle su)ern fest frei ia-ramm urc!)ie-un@ie-ewinkel @ie-emoment @ie-espannunquerkraft #c!u)spannun E7ialkraft Mu-5ruckspannunre!moment Torsionsspannun-8 erdre!un-sspannunLraft #pannuneduierte #pannunerdre!un-swinkel #ic!er!eitskoeffiient #tatisc!e #ic!er!eit namisc!e #ic!er!eit @erec!nun-sein!eiten u!ende Torsion u!ende Torsion K @ie-un#c!wellende Torsion K @ie-un Ell-emeiner @austa!l @austa!l mit er!!ter esti-keit @austa!l mit !o!er esti-keit #tatisc! #c!wellend Jec!selnd @austa!l er-teter und le-ierter #ta!l Mementsta!l Draues Dueisen
eic!te e-ierun-en Poliert 9ac!-esc!liffen Desc!liffen Dedre!t #c!ruppen o!ne @e!andlunMundero)erflc!e mit Lorrosion querkraft @ie-emoment re!unurc!)ie-un@ie-espannun#pannun- in der #c!erun#umme ic!tun- der *a7imalwert re!moment Torsionsspannun-8 erdre!un-sspannunerdre!un-swinkel #pannunMu-spannunreduierte #pannunDesamteinflufaktor 5 @ie-unDesamteinflufaktor 5 Mu-&ruck Desamteinflufaktor 5 #c!erunDesamteinflufaktor 5 Torsion #c!nittflc!e quadratmoment des #c!nittes @ie-ewiderstandsmoment des #c!nittes Torsionssteifi-keitsmoment des #c!nittes rillun-swiderstandsmoment des #c!nittes #ic!er!eitsfaktor reduierte #pannun-3 #ic!er!eitsfaktor statisc!3 #ic!er!eitsfaktor dnamisc!3 un)esetter Draf Bntwurf und @erec!nun- der Jelle atenein-a)ekapitel orlufi-er Bntwurf Jellenform und E)messun-en Binker)un-en und Binstic!e auf der Jelle @elastun- der Jelle >mlaufende *assen Jerkstoff und @eanspruc!un-sart Br-e)niskapitel Br-e)nisse 5 MusammenfassunDrafisc!e Eus-a)e8 CE 5 #steme )ertra-ene eistunJellendre!a!l re!moment orlufi-er minimaler urc!messer Tp der Jellen)elastunJerkstoff der Jelle Mu-festi-keit3 4 atei
*asta) der dar-estellten Jelle 1 F 1 Ta)elle EnfanDesamtln-e der Jelle 45Loordinate der linken #tte 45Loordinate der rec!ten #tte ,)erflc!e der Jelle au!eit a3 Merrei-rene des Jerkstoffes m8 #u3 Bmpfindlic!keitskoeffiient des Jerkstoffes E. urc!-an-s)o!run@. Binstic! C. Ell-emeine Ler)e . E)rundun-en wisc!en lindrisc!en Jellena)sc!nitten @elastun-en >mlaufende Musatmassen @erec!nun- der kritisc!en re!a!l3 @elastun-en :om #c!ei)en-ewic!t in der @erec!nun- :erwenden 4 Jerkstoff der Jelle Mu-festi-keit min5ma73 Merrei-rene #treck-rene @ie-eflie-rene #c!u)flie-rene auerfesti-keit 5 Mu-&ruck auerfesti-keit 5 @ie-unauerfesti-keit 5 Torsion #peifisc!es Dewic!t Blastiittsmodul #c!u)elastiittsmodul Bi-en-ewic!t)elastunHc!ster dar-estellter #ic!er!eitskoeffiient @eanspruc!un-skoeffiient Loeffiient der *a7imal)elastun@ie-unquerkraft Torsion Mu-&ruck @elastun-s)edin-un-en @ie-un-smoment)elastunquerkraft)elastunre!moment)elastunMu-kraft)elastun-&ruckkraft)elastunnamisc!e Lontrolle Binflu der Jelleno)erflc!e Binflu der Jellen-re Ler)wirkun Eufla-erreaktion in 1 Eufla-erreaktion in 2 Desamt-ewic!t der Jelle *a7imaldurc!)ie-un*a7imal:erdre!unre!un- in 1 re!un- in 2 *a7. @ie-espannun*a7. #c!u)spannun-
*a7. Torsionsspannun*a7. Mu-spannun*a7. er-leic!sspannunLritisc!e re!a!l E3 *in. statisc!er #ic!er!eitsfaktor *in. dnamisc!er #ic!er!eitsfaktor Br-e)nisse fr 45Loordinate ia-ramm Lur:en in ia-ramm 4M5B)ene 4?5B)ene #umme Jinkel 2 Eus-a)e inF Bi-ene Jerte edernut rsstic!el3 edernut #c!ei)enfrser3 Dleic!flanki-e Ler):era!nunB:ol:entenker):era!nun-en Press59a)e Tp 13 Press59a)e Tp 23 Press59a)e Tp "3 Dewinde Jelle r Jec!sel)elastunr sc!wellende @elastun25Meic!nun-smasta) Eutomatisc! Te7t der @esc!rei)un- Informationen fr die #tckliste3 Meile 1 #tckliste Ettri)ut 13 Meile 2 #tckliste Ettri)ut 23 Meile " #tckliste Ettri)ut "3 JerkstoffF Bine in a-ern frei dre!)are Jelle8 die rotierende #c!ei)e ist flie-end -ela-ert Bine in a-ern frei dre!)are Jelle8 die rotierende #c!ei)e lie-t wisc!en den a-ern Bine fest -ela-erte Jelle nur die #c!ei)en rotieren
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