*10-76. The components of plane stress at a critical point on an A-36 steel shell are shown. Determine if failure (yielding) has occurred on the basis of the maximum-distortion-energy theory. in bas of gaibroops gnil brus 60 MPa 487 Indi 40 MPa 70 MPa 162 18-01 oril no Iniog lure 195128 101 22e blot onimats surgit ad od) no board admom 101 botoolsz od so sc

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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ding
ith a
shear
and
-osite
ds at
eory,
o the
ortion
brittle
Pa, for
ft fails
Use a
am cast
MOITAMBO 10.7
THEORIES OF FAILURE
ccurred on the
*10-76. The components of plane stress at a critical point on
an A-36 steel shell are shown. Determine if failure (yielding)
has occurred on the basis of the maximum-distortion-energy
theory.onno bas
obrus
60 MPa
7000 griblary $200
229112-159d2-mumixam
y
odil no Inioq Issure
ni mwoda zi desto
19912 8 101 22908e blo
odi no boasd asdmsm
Pa indi
40 MPa 102 18-01
belie
533
70 MPa
29dT $8-01
snimated surgit adi
101 bstoolsz od so isdi
V100) 220112-189da-mumixem
yioodi versus
noinoleib-mumixem Probs. 10-75/76 dor ovio2 £8-01
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
factor of safety against yielding of the material at point A
according to the maximum-distortion-energy theory.
300 mm
900 N
Transcribed Image Text:ding ith a shear and -osite ds at eory, o the ortion brittle Pa, for ft fails Use a am cast MOITAMBO 10.7 THEORIES OF FAILURE ccurred on the *10-76. The components of plane stress at a critical point on an A-36 steel shell are shown. Determine if failure (yielding) has occurred on the basis of the maximum-distortion-energy theory.onno bas obrus 60 MPa 7000 griblary $200 229112-159d2-mumixam y odil no Inioq Issure ni mwoda zi desto 19912 8 101 22908e blo odi no boasd asdmsm Pa indi 40 MPa 102 18-01 belie 533 70 MPa 29dT $8-01 snimated surgit adi 101 bstoolsz od so isdi V100) 220112-189da-mumixem yioodi versus noinoleib-mumixem Probs. 10-75/76 dor ovio2 £8-01 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 factor of safety against yielding of the material at point A according to the maximum-distortion-energy theory. 300 mm 900 N
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