MOITAMRORE 10.7 THEORIES OF FAILURE 10-75. The components of plane stess at a critical point on an A-36 steel shell are shown. Determine if failure (yielding) has occurred on the basis of the maximum-shear-stress theory. of the basis loste s tol theory. obor 2 si di roue 2012 onslą of batsidus ei leitum om ni snimetab 25.0=o bas 916 29225112 of gnibroson griblory sano gioning 60 MPa MPa indi o tobutiam odi vioadrons nou Brad 40 MPa 9 vio2 18-01 70 MPaT $8-01 OJUE ME to Shilbhl 1852 me ll snimation admom 101 botoolse od nso tadi vosili 220112-ode-mumixum noinolaib-mumxam Probs. 10-75/76 do svloč If the A-36 steel pipe has outer and inner diameters tively determine the factor of ding

Elements Of Electromagnetics
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MOTTAMRO210.7
THEORIES OF FAILURE
10-75. The components of plane stess at a critical point on
an A-36 steel shell are shown. Determine if failure (yielding)
has occurred on the basis of the maximum-shear-stress theory.
er of the basis of the
bas leitsism aidi lo sbam a
theory
di indi doua 2012 sig of baldua i liniem i ni
snimetab 25.0 50 916 29229112 gioning
60 MPa 10 butinem ort
ab manizam odi
of gaibroon gribloiy san
wiosdgrons not
229112-159da-mumixam di
or no inioq unen
ni nwode zi desto
laste s
blo
ari no bazed jedmen
533
ut
40 MPa
vio2 18-01
rosali
70 MPa T 58-or
OJUS ns to Shichi 1852
uit di
mell snimmt
101 botoolse od aso terl
Vios 220112-109de-mumixam
osn
noiholaib-mumxam Probs. 10-75/76 dorsvlo
10-77. If the A-36 steel pipe has outer and inner diameters
of 30 mm and 20 mm, respectively, determine the factor of
safety against yielding of the material at point A according
to the maximum-shear-stress theory.
10-78. If the A-36 steel pipe has an outer and inner
diameter of 30 mm and 20 mm, respectively, determine the
of safety against yielding of the material at point A
distortion-energy theory.
Transcribed Image Text:ng a ar d te at ry, he on rittle a, for MOTTAMRO210.7 THEORIES OF FAILURE 10-75. The components of plane stess at a critical point on an A-36 steel shell are shown. Determine if failure (yielding) has occurred on the basis of the maximum-shear-stress theory. er of the basis of the bas leitsism aidi lo sbam a theory di indi doua 2012 sig of baldua i liniem i ni snimetab 25.0 50 916 29229112 gioning 60 MPa 10 butinem ort ab manizam odi of gaibroon gribloiy san wiosdgrons not 229112-159da-mumixam di or no inioq unen ni nwode zi desto laste s blo ari no bazed jedmen 533 ut 40 MPa vio2 18-01 rosali 70 MPa T 58-or OJUS ns to Shichi 1852 uit di mell snimmt 101 botoolse od aso terl Vios 220112-109de-mumixam osn noiholaib-mumxam Probs. 10-75/76 dorsvlo 10-77. If the A-36 steel pipe has outer and inner diameters of 30 mm and 20 mm, respectively, determine the factor of safety against yielding of the material at point A according to the maximum-shear-stress theory. 10-78. If the A-36 steel pipe has an outer and inner diameter of 30 mm and 20 mm, respectively, determine the of safety against yielding of the material at point A distortion-energy theory.
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