1Simple Streses & Strai
-Hookes Leeud Stress strain in PoporHouoiby Liuit.
Ce)
Cve =C4+¬)
aae
lengi=Esa , True streA
-
Elastic n t t E)
Constati. E, á, K, = Lakeas Streun
L7iudins Jtmn Makei
E R6 C+M) Cork
3k C-2u) Puue O
1kG
3k Contrcke
Meks o:3o
Materic To t l Elastic Contah
ndepeudut Elstic Comtrudt
Aniskropic
Ortluwtropie 2
Tsotopi
Cueic
Tt the body is
sugietes tw seeises in 3-Di veti
Ez- - *
+53 t2 (1- 2u)
E
Bars
Suljected to Ais leeds
Pisaukie Gaf >e AE: Arias rigikihy
AE
Tafened Bas:
PA PA
8 S
Cau)E (e-b)te Lnl)
kion de ke sel Bar uifpra strenyh:
S AE bayliudan
rrun /linda
, Tenpentue Stvessej:
tT: Compresin
t Tenion
Oto ree exfauion u) Series
E d AT J restricted
ietlin Sponts 0aT), +uen
LOmpression ln Bots
t 4 Teniion in Got
fainllel: A7
Steet
CaPe
LAT),e), ua)-)
t?2 stecl Teus t01 | t: Steel Couf C
Coffe Couf
Comjound Ban CoyfesTeionC
C
AE+A
- =i .A EA
AE+A
A EA
A EtAt
stress ne
Circul hole?
LE
Ales dia t u t Can p n c , d = t * Sheer Strengh
Crusi Streqt4.
Hoop Stvess:
ititdia
9ie ddey
Miuimum increase
steel m
iu tenpeyakure to profu tiniua wheel
dAT
AT ?
, 2Complez Stresses & Straiu
flane incli. st wi Veric
cose P Csiuo
Tu Siue cose 0xCalo t4sMo+Tsius
-TCALs
Cosio + T sinro |
n
1 siane Trey-
Cos2.
To have bH
frinciyesstve ses: 3 )+
L o3 Saue
T Plaues
Noymas Stvess a Tma lane =
ag.
Mohr civcle Stre sses Cewh x r G
cebe t
, 6 Riy
Rodin -
Styain systeu: »A foymuln nnn Ja. C
t w Stresse Streiu ane ame
NUb f Straia 9augu Tmive fo cuaty se a me us es no. (ncpendeu
stress &
ma nas
-D 2- 2 , ?-0 6 .
Svaua Kosetke: measures ina Straua.
4Sarrage
ask asrarpenus Sken Garenyen,
P
-Hookes Leeud Stress strain in PoporHouoiby Liuit.
Ce)
Cve =C4+¬)
aae
lengi=Esa , True streA
-
Elastic n t t E)
Constati. E, á, K, = Lakeas Streun
L7iudins Jtmn Makei
E R6 C+M) Cork
3k C-2u) Puue O
1kG
3k Contrcke
Meks o:3o
Materic To t l Elastic Contah
ndepeudut Elstic Comtrudt
Aniskropic
Ortluwtropie 2
Tsotopi
Cueic
Tt the body is
sugietes tw seeises in 3-Di veti
Ez- - *
+53 t2 (1- 2u)
E
Bars
Suljected to Ais leeds
Pisaukie Gaf >e AE: Arias rigikihy
AE
Tafened Bas:
PA PA
8 S
Cau)E (e-b)te Lnl)
kion de ke sel Bar uifpra strenyh:
S AE bayliudan
rrun /linda
, Tenpentue Stvessej:
tT: Compresin
t Tenion
Oto ree exfauion u) Series
E d AT J restricted
ietlin Sponts 0aT), +uen
LOmpression ln Bots
t 4 Teniion in Got
fainllel: A7
Steet
CaPe
LAT),e), ua)-)
t?2 stecl Teus t01 | t: Steel Couf C
Coffe Couf
Comjound Ban CoyfesTeionC
C
AE+A
- =i .A EA
AE+A
A EA
A EtAt
stress ne
Circul hole?
LE
Ales dia t u t Can p n c , d = t * Sheer Strengh
Crusi Streqt4.
Hoop Stvess:
ititdia
9ie ddey
Miuimum increase
steel m
iu tenpeyakure to profu tiniua wheel
dAT
AT ?
, 2Complez Stresses & Straiu
flane incli. st wi Veric
cose P Csiuo
Tu Siue cose 0xCalo t4sMo+Tsius
-TCALs
Cosio + T sinro |
n
1 siane Trey-
Cos2.
To have bH
frinciyesstve ses: 3 )+
L o3 Saue
T Plaues
Noymas Stvess a Tma lane =
ag.
Mohr civcle Stre sses Cewh x r G
cebe t
, 6 Riy
Rodin -
Styain systeu: »A foymuln nnn Ja. C
t w Stresse Streiu ane ame
NUb f Straia 9augu Tmive fo cuaty se a me us es no. (ncpendeu
stress &
ma nas
-D 2- 2 , ?-0 6 .
Svaua Kosetke: measures ina Straua.
4Sarrage
ask asrarpenus Sken Garenyen,
P
