Shaft Calculation Base

8/9/2019 Shaft Calculation Base

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Universitatea BrasovProgram : MDESIGNModule version: 13.0

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Shaft calculation base

"#is $rogram allo%s to $rove t#e &earing a&ilit' (or s#a(ts and a)es. "#e *al*ulation &ase is $rovided &' DIN +,3-edition o( *to&er 200/ dra(t.

"#e $roo( o( t#e &earing a&ilit' (or s#a(ts an a)es is $rodu*ed &' dening a *al*ulated sa(et'. "#is sa(et' isdivided in t#e sa(et' against (atigue (ra*ture and t#e residual de(ormation and a% or (or*ed &rea4.

5#en *al*ulating t#e avoidan*e o( (atigue (ra*ture- *onstant stress am$litudes &eing euivalent to damagingloads are taen as a &asis. "#ese ones are resulting (rom t#e $redetermined loads. 5#en $roving against t#eresidual de(ormation or (or*ed &rea- designated as a sa(et' against 'ielding- onl' t#e ma)imum o**urring load isdeterminant. "#is one is resulting (rom t#e $redetermined loads- too.

"#e *al*ulation o( sa(eties is related onl' to t#e $oint o( a *lear not*# e7e*t. 8or it- 9 *al*ula&le not*#es are at'our dis$osal due to t#e gra$#i*al sele*tion- $rin*i$all'.

"#e s*o$e is limited to steels. 5elded mem&ers s#ould &e *al*ulated se$aratel'. ut t#e utili;ed standard or t#e$resent $rogram is ine7e*tive (or t#is $ur$oseal*ulation o( &earing *a$a*it' o( s#a(ts and a)esA4.

Input data:

Shaft calculation in accordance with DIN 743 - standard version

Geometr' s*#eme General s#a(t

geometr'

al*ulation $ro*ess D'nami* and stati*

strengt# $roo(

"'$e o( loading: tension=$ressure D'nami*all' $ure *'*li*"'$e o( loading: &ending D'nami*all' $ure *'*li*"'$e o( loading: torsion D'nami*all' $ure *'*li*

8a*tor (or ma)imum loading tension=$ressure4 18a*tor (or ma)imum loading &ending4 18a*tor (or ma)imum loading torsion4 1

Specications about the aterialStrengt# values a**ording to MDESIGN data&ase

DIN +,34Material designation 1/MorS,

Material num&er 1.+323Gage diameter d B 11 mm8or t#e gage diameter

"ensile strengt# Cm4 B1100 Nmm

Field stress SCe4 B++ Nmm

'*li* (atigue strengt# under &ending stress &5B0 Nmm

'*li* tension and $ressure (atigue strengt# ;d5B,,0 Nmm

'*li* torsional (atigue strengt# t5B330 Nmm

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FoungHs modulus E B 21000 Nmm

S#ear modulus G B /3000 Nmm

Densit' B+/0 gm

@$$l' sur(a*e #ardening to "otal s#a(tMaterial grou$ emented steelsJeat treatment trial #ardenedSur(a*e #ardening no

Shaft !eoetr"

Shaft !eoetr"Nr. Da l

mmDi lmm

Da rmm

Di rmm

Kmm

C;Lm

rmm

d:mm

t:mm

;d:&: t: n;d: n&: nt: ;dd:

&d:

d:

d

1 60 0 60 0 2,.+

1.6 1 9., 0 0 0 0 0 0 0 0 0 0 0

2 +0 0 +0 0 6 6.3 2 0 0 0 0 0 0 0 0 0 0 0 0

3 90 0 90 0 10 3.2 2 0 0 0 0 0 0 0 0 0 0 0 0

, / 0 / 0 6.3 1 0 0 0 0 0 0 0 0 0 0 0 0

+ 0 + 0 /1 1.6 1 0 0 0 0 0 0 0 0 0 0 0 0

6 +0 0 +0 0 30 1.6 0 0 0 0 0 0 0 0 0 0 0 0 0

Predetermine t#e diameter determinant (or t#e #eat treatment no

al*ulation o( t#e dee*tion (or $oint ) B 0 mmS#a(t s$eed n : 222.22 1minonsideration o( dead %eig#t no

Bearin!

Nr. "'$e B Position ) Bmm

1 Ko*ation &earing =O 222 Ko*ation &earing = 229.+

Specications about loadin!s#$ial forces %a$

Nr. Position ) Bmm

@mount BN

Cadius Bmm

@ngle B

Q

1 /3.2 =30,+.13 0 90

2 1/1.2 336,.3+ 1,2.12 0

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&adial forces %rNr. Position ) B

mm@mount BN

@ngle BQ

1 /3.2 16+6.16 1/0

2 1/1.2 =33+3.016 0

3 /3.2 ,//., 90

, 1/1.2 =+,,.+6 2+0

'orsion

Nr. Position ) Bmm

"orsion moments Mt:NRmm

Po%er P:5

"ransition $art B

1 /3.2 +/3/0/ 0 drive

2 1/1.2 +/3/0/ 0 taeo7

Specications about the load(loadin!sKoading *ase onstant mean stress

loading *ase 14#ange t#e limit num&er o( loading *'*les no

Minimum sa(et' against (atigue (ra*ture SDmin B 1.2Minimum sa(et' against residual de(ormation S8min B 1.2Minimum sa(et' against in*i$ient *ra* %it# #ard sur(a*e SGmin B 1.2

&esults:

)alculation process: D'nami* and stati* strengt# $roo(

"otal s#a(t lengt# K B 21.+0 mm"otal s#a(t mass m B 9.912 gMass moment o( inertia o( t#e s#a(t B 0.00/,0 gRmGeometri*almoment o( inertiao( t#e s#a(t

I B 1032.92 *m,

Position o( t#e*entre o( gravit'in t#e T=a)is

)s B 121.30 mm

@ngle o( torsion B 0.012 Q

#dditional shaft data:

Shaft llet nuber lmm

Ip*m,

*t*m

g

+gRm

I*m,

*b*m

1 2,./ 12+.23 ,2.,12 0.,9 0.0002 63.61+ 21.206

2 6.0 23.+1/ 6+.3,/ 0.1/1 0.0001 11+./9 33.6+,

3 10.0 6,,.12 1,3.139 .2,, 0.003 322.062 +1.69

, .0 12.,+/ 120./3 0.223 0.0002 26.239 60.292

/1.0 310.631 /2./3 2./09 0.0020 1.316 ,1.,1+

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6 30.0 23.+1/ 6+.3,/ 0.906 0.0006 11+./9 33.6+,

Supportin! forces:

No, '"pe osition$

mm

&adial forcein the .-a$is

&"N

&adial forcein the /-a$is

&0N

&esult,radial force

&N

#$ial forcein the 1-a$is

&a$N

1 Ko*ation &earing =O 22.000 9,0.23 =,033./26 103/.001 30,+.130

2 Ko*ation &earing = 229.+0 90/.923 =669.3/, 11+.2+ =336,.3+0

Cesulting ma)imum &ending moment: Position ) B /3.20 mm

@mount M&ma) B +0+./11 NRmCesulting ma)imum torsional moment: Position ) B /3.20 mm @mount Mtma) B +/3./0/ NRmCesulting ma)imum tension=$ressure=(or*e: Position ) B 1/1.20 mm @mount 8;dma) B =336,.3+0 NCesulting ma)imum tension=$ressure=stress: Position ) B 2,.+0 mm @mount ;dma) B =1.0+/ Nmm

Cesulting ma)imum &ending stress: Position ) B 1/1.20 mm @mount &ma) B 13.3, Nmm

Cesulting ma)imum torsional stress:

Position ) B 1/1.20 mm @mount tma) B 9.,62 Nmm

Cesulting ma)imum dee*tion: Position ) B 133.+/+ mm @mount 'ma) B 0.00,3 mm@ngle o( t#e ma)imum dee*tion: Position ) B 2,/./+3 mm @mount B 0.00,/2/ Q

Minimum sa(et' against 'ielding: Position ) B 1/1.20 mm @mount S8 B 26.63

Minimum sa(et' against (atigue (ra*ture: Position ) B 1,0.+0 mm @mount SD B +./1Minimum sa(et' against in*i$ient *ra* %it# #ard sur(a*e: Position ) B 1,0.+0 mm @mount SG B 61.0//

2aterial paraeter for de B 90.000 mm

Material designation 1/MorS,Material num&er 1.+323

"ensile strengt# B 6//.30 Nmm

Field stress S B ,/,.9,2 Nmm

'*li* tension and $ressure (atigue ;d5 B 2+.322 Nmm

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strengt#'*li* (atigue strengt# under &endingstress

&5 B 3,,.12 Nmm

'*li* torsional (atigue strengt# t5 B 206.,91 Nmm

"e*#nologi*aldimension (a*tortensile strengt#4

1de7 B 0.626

"e*#nologi*aldimension (a*tor'ield stress4

1Sde7 B 0.626

araeter of cross-sections:

"ension=$ressure (or*e 8;d and tension$ressure stress ;d

No, '"pe osition

$mm

&esult,%0d$

N

#plitude

%0daN

2ean%0d

N

2a$iu

%0da$N

#plitude

0daNmm

2ean

0d

Nmm

2a$iu

0da$Nmm

1 8illet %it# re*ess 2,./ =30,+.130

=30,+.130

0.000 =30,+.130

=1.100 0.000 =1.100

2 S#a(t llet 30./ =30,+.130

=30,+.130

0.000 =30,+.130

=0.+92 0.000 =0.+92

3 S#a(t llet 13./ 0.000 0.000 0.000 0.000 0.000 0.000 0.000

, S#a(t llet 1,0./ 0.000 0.000 0.000 0.000 0.000 0.000 0.000

S#a(t llet 221./ =336,.3+0

=336,.3+0

0.000 =336,.3+0

=0./+, 0.000 =0./+,

6 al*ulationresults

(or $oint )

0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000

ending moment M& and &ending stress &

No, '"pe osition$

mm

&esult,2b$NRm

#plitude

2baNRm

2ean2bNRm

2a$iu

2ba$NRm

#plitude

ba

Nmm

2ean

b

Nmm

2a$iu

ba$

Nmm

1 8illet %it# re*ess 2,./ 2/.,/ 2/.,/ 0.000 2/.,/ 1.3/, 0.000 1.3/,

2 S#a(t llet 30./ 90.633 90.633 0.000 90.633 2.691 0.000 2.691

3 S#a(t llet 13./ ,,2.2,9 ,,2.2,9 0.000 ,,2.2,9 +.33 0.000 +.33

, S#a(t llet 1,0./ ,21.32/ ,21.32/ 0.000 ,21.32/ 10.1+3 0.000 10.1+3

S#a(t llet 221./ 92.,60 92.,60 0.000 92.,60 2.+,6 0.000 2.+,6

6 al*ulationresults

(or $oint )

0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000

"orsional moment Mt und "orsional stress t

No, '"pe osition$

mm

&esult,2t$NRm

#plitude

2taNRm

2ean2tNRm

2a$iu

2ta$NRm

#plitude

ta

Nmm

2ean

t

Nmm

2a$iu

ta$

Nmm

1 8illet %it# re*ess 2,./ 0.000 0.000 0.000 0.000 0.000 0.000 0.000

2 S#a(t llet 30./ 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3 S#a(t llet 13./ +/3./0/ +/3./0/ 0.000 +/3./0/ 6.00 0.000 6.00

, S#a(t llet 1,0./ +/3./0/ +/3./0/ 0.000 +/3./0/ 9.,62 0.000 9.,62

S#a(t llet 221./ 0.000 0.000 0.000 0.000 0.000 0.000 0.000

6 al*ulationresults

(or $oint )

0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000

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)alculation results for point $ B 0.000 mm

"rend o( *urve o( t#e transverse (or*e ) B 0.000 Ndee*tion ') B 0.00102 mm@ngle o( dee*tion B 0.003912 Q

Stren!th proof:

2d4 = Geometri*al dimension (a*tor8 = Inuen*e (a*tor o( sur(a*e roug#ness

- = 8orm (a*tors

No, '"pe osition$

mm

'ension-pressur

e56d

Bendin!and

torsion56d

'ension-pressure8bendin!

%

'orsion

%

'ension-pressur

e

0d

Bendin!

b

'orsion

1 8illet %it# re*ess 2,./ 1.00 0./6 0.9/ 0.99 3.03 2.+ 1./6

2 S#a(t llet 30./ 1.00 0./ 0.91 0.9 2.+0 2.,2 1.+2

3 S#a(t llet 13./ 1.00 0./, 0.91 0.9 2.22 2.06 1.,/

, S#a(t llet 1,0./ 1.00 0./ 0.9/ 0.99 3.12 2./6 1./9

S#a(t llet 221./ 1.00 0./ 0.9/ 0.99 2.6/ 2.2 1.69

6 al*ulation results(or $oint )

0.0 1.00 0./6 0.9/ 0.99 = = =

G= Celative stress dro$

n- = earing (a*tor

No, '"pe osition$

mm

'ension-pressure

90d

1mm

Bendin!

9b

1mm

'orsion

9t

1mm

'ension-pressure

n0d

Bendin!

nb

'orsion

n

1 8illet %it# re*ess 2,./ 2.1 2.1 1.1 1.1 1.1 1.10

2 S#a(t llet 30./ 1.26 1.26 0.+ 1.11 1.11 1.0+

3 S#a(t llet 13./ 1.33 1.33 0.+ 1.11 1.11 1.0+

, S#a(t llet 1,0./ 2.1 2.1 1.1 1.1 1.1 1.10

S#a(t llet 221./ 2./ 2./ 1.1 1.16 1.16 1.10


0.0 = = = = = =

;dd- &d- d = Stress *on*entration (a*tor at d

;d- &- = Stress *on*entration (a*torsv = Inuen*e (a*tor o( sur(a*e #ardening

No, '"pe osition$

mm

'ension-

pressure

0ddB

Bendin!

bdB

'orsion

dB

'ension-

pressure

0d

Bendin!

b

'orsion

'ension-

pressure

v0d

Bendin!

vb

'orsion

v

1 8illet %it#re*ess

2,./ = = = 2.62 2.3/ 1.6/ 1.00 1.00 1.00

2 S#a(t llet 30./ = = = 2.,3 2.1/ 1.60 1.00 1.00 1.00

3 S#a(t llet 13./ = = = 1.99 1./ 1.3/ 1.00 1.00 1.00

, S#a(t llet 1,0./ = = = 2.+0 2.,/ 1.+2 1.00 1.00 1.00

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S#a(t llet 221./ = = = 2.32 2.1/ 1.3 1.00 1.00 1.00

6 al*ulationresults(or $oint )

0.0 = = = 1.00 1.00 1.00 1.00 1.00 1.00

- = "otal inuen*e (a*tor

;d5- &5- t5 = '*li* (atigue strengt# o( t#e not*#ed $art

28 = Stati* &earing e7e*t

No, '"pe osition$

mm

'ension-

pressure

Bendin!

'orsion

'ension-

pressure

0d*

Nmm

Bendin!

b*

Nmm

'orsions

t*

Nmm

'ension-

pressure

5%0d

Bendin!

5%b

'orsion5%t

1 8illet %it#re*ess

2,./ 2.6 2.+9 1.9+ 103.9, 123.,2 10,.9/ 1.00 1.20 1.20

2 S#a(t llet 30./ 2., 2.6+ 1.9, 10/.60 12/.9 106.,0 1.00 1.20 1.20

3 S#a(t llet 13./ 2.10 2.31 1.+0 131.3, 1,/.+/ 121.16 1.00 1.20 1.20

, S#a(t llet 1,0./ 2.+3 2.9 2.0, 100.93 116.0 101.1+ 1.00 1.20 1.20

S#a(t llet 221./ 2.3, 2./ 1./2 11+.0 133.32 113.+6 1.00 1.20 1.20

6 al*ulationresults

(or $oint )

0.0 1.02 1.19 1.1/ 26/.69 290.20 1+.+0 1.00 1.20 1.20

8 = Field $oint rise

;d8- &8- t8 = Field $oint o( t#e $art

No, '"pe osition$

mm

'ension-pressure

%0d

Bendin!

%b

'orsion

%t

'ension-pressure

0d%Nmm

Bendin!

b%

Nmm

'orsion

t%

Nmm

1 8illet %it# re*ess 2,./ 1.1 1.10 1.00 +.6/ 6,0.12 33.9/

2 S#a(t llet 30./ 1.10 1.10 1.00 33.,, 6,0.12 33.9/

3 S#a(t llet 13./ 1.10 1.10 1.00 33.,, 6,0.12 33.9/

, S#a(t llet 1,0./ 1.1 1.10 1.00 +.6/ 6,0.12 33.9/

S#a(t llet 221./ 1.10 1.10 1.00 33.,, 6,0.12 33.9/


0.0 1.00 1.00 1.00 ,/,.9, /1.93 33.9/

Stati* sa(et'

No, '"pe osition$

mm

S% Inoint

S%

inoint5

S%51 8illet %it# re*ess 2,./ 2,1.// = =

2 S#a(t llet 30./ 1+.+/ = =

3 S#a(t llet 13./ ,,.,+ = =

, S#a(t llet 1,0./ 30.92 = =

S#a(t llet 221./ 16/.6/ = =


0.0 10000.00 = =

= Inuen*e (a*tor o( t#e mean stress sensitivit;

mv- mv = om$arative mean stress

No, '"pe osition

$

'ension-

pressur

Bendin!

b

'orsion

v

Nmm

v

Nmm

v

Nmm

v

Nmm

v5

Nmm

v5

Nmm

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mm e

0d1 8illet %it#re*ess

2,./ 0.0/ 0.10 = 0.00 0.00 = = = =

2 S#a(t llet 30./ 0.09 0.10 = 0.00 0.00 = = = =

3 S#a(t llet 13./ = 0.12 0.10 0.00 0.00 = = = =

, S#a(t llet 1,0./ = 0.09 0.0/ 0.00 0.00 = = = =

S#a(t llet 221./ 0.09 0.11 = 0.00 0.00 = = = =

6 al*ulationresults

(or $oint )

0.0 = = = 0.00 0.00 = = = =

@lternating (atigue strengt# o( t#e $art rated (atigue limit4

No, '"pe osition$

mm

'ension-

pressure

0d#D

Nmm

Bendin!

b#D

Nmm

'orsion

t#D

Nmm

'ension-

pressurein

oint

0d#D

Nmm

Bendin!in

oint

b#D

Nmm

'orsionin

oint

t#D

Nmm

'ension-

pressurein

oint5

0d#D5

Nmm

Bendin!in

oint5

b#D5

Nmm

'orsionin

oint5

t#D5

Nmm

1 8illet %it#re*ess

2,./ 103.9, 123.,2 = = = = = = =

2 S#a(t llet 30./ 10/.60 12/.9 = = = = = = =

3 S#a(t llet 13./ = 1,/.+/ 121.16 = = = = = =

, S#a(t llet 1,0./ = 116.0 101.1+ = = = = = =

S#a(t llet 221./ 11+.0 133.32 = = = = = = =

6 al*ulationresults(or $oint )

0.0 = = = = = = = = =

D'nami* sa(et'

No, '"pe osition$

mm

SD inoint

SD

inoint5SD5

1 8illet %it# re*ess 2,./ ,.// = =

2 S#a(t llet 30./ 3.1 = =

3 S#a(t llet 13./ 13.+2 = =

, S#a(t llet 1,0./ +./2 = =

S#a(t llet 221./ 3.6+ = =

6 al*ulation results(or $oint ) 0.0 10000.00 = =

Sa(et' against in*i$ient *ra*%it# #ard sur(a*e

No, '"pe osition$

mm

S9 Inoint

S9

inoint5S95

1 8illet %it# re*ess 2,./ ,/3/.12 = =

2 S#a(t llet 30./ 2.16 = =

3 S#a(t llet 13./ 116.22 = =

, S#a(t llet 1,0./ 61.09 = =

S#a(t llet 221./ 03.99 = =

6 al*ulation results

(or $oint )

0.0 10000.00 = =

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Material B 1/MorS,

Num&er B 1.+323

NDmm2

NDmm2

0

1,0

2/0

,20

G60

+00

=1,0

=2/0

=,201,0 2/0 ,20 G60 +00

Unnot*#ed $art dimension4 (or $oint )

:de74 B 6//NDmmE;d8 B ,/GNDmmE&8 B G/2NDmmEt8 B 336NDmmE

;d5 B 2+GNDmmE&5 B 3,,NDmmEt5 B 206NDmmE

"ension=$ressu re

:ending

"orsion

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Material B 1/MorS,

Num&er B 1.+323

NDmm2

NDmm2

0

1,0

2/0

,20

G60

+00

=1,0

=2/0

=,201,0 2/0 ,20 G60 +00

Not*#ed $art dimension4 (or $oint )

:de74 B 6//NDmmE;d8 B ,/GNDmmE&8 B G/2NDmmEt8 B 336NDmmE;d5 B 269NDmmE&5 B 290NDmmEt5 B 1+6NDmmE

"ension=$res sure

:ending

"orsion

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0 0 100 10 200 20

"rend o( *urve o( t#e transverse (or*e in t#e F=T=$lane

K- mm

U'- N

=9,0.3

=6360.2

=31/0.1

0.0

31/0.1

6360.2

9,0.3

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0 0 100 10 200 20

"rend o( *urve o( t#e transverse (or*e in t#e V=T=$lane

K- mm

U;- N

=669.,

=,3+9.6

=21/9./

0.0

21/9./

,3+9.6

669.,

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0 0 100 10 200 20

"rend o( *urve o( t#e transverse (or*e *om&ined *#ara*teristi*4

K- mm

U- N

=11+.

=++0.0

=3/2.

0.0

3/2.

++0.0

11+.

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0 0 100 10 200 20

ending moment in t#e F=T=$lane

K- mm

M&'- Nm

=/3.2

=3//./

=19,.,

0.0

19,.,

3//./

/3.2

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0 0 100 10 200 20

"rend o( *urve o( t#e &ending moment *urve in t#e V=T $lane

K- mm

M&;- Nm

=399.3

=266.2

=133.1

0.0

133.1

266.2

399.3

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0 0 100 10 200 20

"rend o( *urve o( t#e &ending moment *om&ined *#ara*teristi*4

K- mm

M&- Nm

=+06./

=,+1.2

=23.6

0.0

23.6

,+1.2

+06./

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"rend o( *urve o( t#e torsional moment

K- mm

Mt- Nm

=+/3./

=22.

=261.3

0.0

261.3

22.

+/3./

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"rend o( *urve o( t#e tension=$ressure (or*es

K- mm

8;d- N

=336,.,

=22,2.9

=1121.

0.0

1121.

22,2.9

336,.,

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Dee*tion and angle o( dee*tion in t#e F=T=$lane

K- mm

'- mm

=9.0,e=3

=6.03e=3

=3.01e=3

0.00

3.01e=3

6.03e=3

9.0,e=3

,

=3.22e=3

=2.1,e=3

=1.0+e=3

0.00

1.0+e=3

2.1,e=3

3.22e=3

Dee*tion

@ngle

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Dee*tion and angle o( dee*tion in t#e V=T=$lane

K- mm

'- mm

=1.0,e=2

=6.91e=3

=3.,e=3

0.00

3.,e=3

6.91e=3

1.0,e=2

,

=3.60e=3

=2.,0e=3

=1.20e=3

0.00

1.20e=3

2.,0e=3

3.60e=3

Dee*tion

@ngle

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Dee*tion and angle o( dee*tion *om&ined *#ara*teristi*4

K- mm

'- mm

=1.36e=2

=9.0+e=3

=,.,e=3

0.00

,.,e=3

9.0+e=3

1.36e=2

,

=,./3e=3

=3.22e=3

=1.61e=3

0.00

1.61e=3

3.22e=3

,./3e=3

Dee*tion

@ngle

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om$arative mean stress normal stress4

K- mm

mv- NNmmE

=0.0

=0.0

=0.0

0.0

0.0

0.0

0.0

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om$arative mean stress s#ear stress4

K- mm

mv- NNmmE

=0.0

=0.0

=0.0

0.0

0.0

0.0

0.0

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Sa(et' (a*tor against 'ielding

K- mm

S8

0.0

22.2

,,.,

66.6

//./

111.0

133.2

ross=se*tion: S8BRS8min4

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Sa(et' against (atigue (ra*ture

K- mm

S8

0.0

6.

13.0

19.

26.1

32.6

39.1

ross=se*tion: SDBRSDmin4

S82B3.

S83B13.+

S8,B+./

S8B3.+

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Sa(et' against in*i$ient *ra* %it# #ard sur(a*e

K- mm

SG

0.0

0.9

101./

12.+

203.6

2,.

30.,

ross=se*tion: SGBRSGmin4

SG3B116.2

SG,B61.1

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Ma)imum value o( t#e tension=$ressure stress *om&ined *#ara*teristi*4

K- mm

ma)- NNmmE

=1.1

=0.+

=0.,

0.0

0.,

0.+

1.1

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Ma)imum value o( t#e &ending stress *om&ined *#ara*teristi*4

K- mm

ma)- NNmmE

=13.

=9.0

=,.

0.0

,.

9.0

13.

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Ma)imum value o( t#e torsional stress *om&ined *#ara*teristi*4

K- mm

ma)- NNmmE

=9.

=6.3

=3.2

0.0

3.2

6.3

9.

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@m$litude value o( t#e tension=$ressure stress *om&ined *#ara*teristi*4

K- mm

;da- NNmmE

=1.1

=0.+

=0.,

0.0

0.,

0.+

1.1

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@m$litude value o( t#e &ending stress *om&ined *#ara*teristi*4

K- mm

&a- NmmE

=13.

=9.0

=,.

0.0

,.

9.0

13.

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@m$litude value o( t#e torsional stress *om&ined *#ara*teristi*4

K- mm

ta- NmmE

=9.

=6.3

=3.2

0.0

3.2

6.3

9.

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Mean value o( t#e tension=$ressure stress *om&ined *#ara*teristi*4

K- mm

;dm- NNmmE

=0.0

=0.0

=0.0

0.0

0.0

0.0

0.0

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Mean value o( t#e &ending stress *om&ined *#ara*teristi*4

K- mm

&m- NNmmE

=0.0

=0.0

=0.0

0.0

0.0

0.0

0.0

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Mean value o( t#e torsional stress *om&ined *#ara*teristi*4

K- mm

tm- NmmE

=0.0

=0.0

=0.0

0.0

0.0

0.0

0.0

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Sa(et' (a*tor against 'ielding

O 1.20

K1K2

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Sa(et' against (atigue (ra*ture

O 1.20

K1K2

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O 1.20

K1K2

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i* F=T=$lane

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i* V=T=$lane

Shaft Calculation Base

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Transcript of Shaft Calculation Base