The state of a plane strain at a point has the components ɛ, = -300 (10). ɛy = -400 (106) and Yry = 500 (106). Determine the equivalent state of strain of an element oriented 15° clockwise. Select one: O Ex = 432 (106). Ey = -268 (106) and yry = 483 (106). O &x = -432 (10). Ey = 268 (106) and yy = 483 (10-6). O Ex = -432 (106). ɛy = -268 (10-6) and y,y = -483 (106). Ex = 432 (10-6), Ey = 268 (106) and yxy = -483 (106). O Ex = -432 (10), Ey = -268 (106) and yry = 483 (10-6). %3D The state of a plane strain at a point has the components ɛ, = 500 (10-6). ɛy = 250 (106) and yy = 200 (106). Determine the principal strains and the maximum in plane shear strain. 10.00 P Flag question Select one: E1 = -535 (106), E2 = -215 (106) and ymar in plane = -320 (106). E1 = 535 (10), E2 = 215 (106) and ymax in plane = 160 (106). E = 535 (106), €2 = -215 (10-6) and ymax in- plane = 320 (106). E = 535 (10), E2 = 215 (106) and ymax in plane = 320 (106). E1 = 535 (106). E2 = -215 (10-6) and ymax in-plane = -320 (106).
The state of a plane strain at a point has the components ɛ, = -300 (10). ɛy = -400 (106) and Yry = 500 (106). Determine the equivalent state of strain of an element oriented 15° clockwise. Select one: O Ex = 432 (106). Ey = -268 (106) and yry = 483 (106). O &x = -432 (10). Ey = 268 (106) and yy = 483 (10-6). O Ex = -432 (106). ɛy = -268 (10-6) and y,y = -483 (106). Ex = 432 (10-6), Ey = 268 (106) and yxy = -483 (106). O Ex = -432 (10), Ey = -268 (106) and yry = 483 (10-6). %3D The state of a plane strain at a point has the components ɛ, = 500 (10-6). ɛy = 250 (106) and yy = 200 (106). Determine the principal strains and the maximum in plane shear strain. 10.00 P Flag question Select one: E1 = -535 (106), E2 = -215 (106) and ymar in plane = -320 (106). E1 = 535 (10), E2 = 215 (106) and ymax in plane = 160 (106). E = 535 (106), €2 = -215 (10-6) and ymax in- plane = 320 (106). E = 535 (10), E2 = 215 (106) and ymax in plane = 320 (106). E1 = 535 (106). E2 = -215 (10-6) and ymax in-plane = -320 (106).
Chapter2: Loads On Structures
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The state of a plane strain at a point has the components Ex = -300 (106), Ey = -400 (10 6) and yyy = 500 (10-6). Determine the equivalent state
1
2
3
5
7
of strain of an element oriented 15° clockwise.
Finish attempt ...
Select one:
Time left 2:29:54
Ex = 432 (10-6), Ey = -268 (10-6) and yxy = 483 (10-6).
Ex = -432 (10-6), Ey = 268 (10-6) and Yxy = 483 (10-6).
Ey = -432 (10-6), Ey = -268 (10-6) and yxy = -483 (10-6).
Ex = 432 (10-6), Ey = 268 (10-6) and yxy = -483 (10-6).
Ex = -432 (10), Ey = -268 (10-6) and yxy = 483 (10-6).
The state of a plane strain at a point has the components Ex = 500 (106), Ey = 250 (10-6)
and yyy = 200 (10-6). Determine the principal strains and the maximum in plane shear strain.
10.00
P Flag
question
Select one:
E1 = -535 (10-6), E2 = -215 (106) and ymax in-plane = -320 (106).
E1 = 535 (10-6), E2 = 215 (10) and ymax in-plane = 160 (10-6).
E1 = 535 (10-6), E2 = -215 (10-6) and Ymax in-plane = 320 (10-6).
E1 = 535 (10 ), E2 = 215 (10 6) and ymax in-plane = 320 (106).
E1 = 535 (10-6), Ez = -215 (106) and ymax in-plane = -320 (106).
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Transcribed Image Text:A Final exam link
n MENG410 - Final exam x
A Lec 14
A Lecture notes 12
A Lecture notes Part 2
A Chapter 10 - Lecture no X
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The state of a plane strain at a point has the components Ex = -300 (106), Ey = -400 (10 6) and yyy = 500 (10-6). Determine the equivalent state
1
2
3
5
7
of strain of an element oriented 15° clockwise.
Finish attempt ...
Select one:
Time left 2:29:54
Ex = 432 (10-6), Ey = -268 (10-6) and yxy = 483 (10-6).
Ex = -432 (10-6), Ey = 268 (10-6) and Yxy = 483 (10-6).
Ey = -432 (10-6), Ey = -268 (10-6) and yxy = -483 (10-6).
Ex = 432 (10-6), Ey = 268 (10-6) and yxy = -483 (10-6).
Ex = -432 (10), Ey = -268 (10-6) and yxy = 483 (10-6).
The state of a plane strain at a point has the components Ex = 500 (106), Ey = 250 (10-6)
and yyy = 200 (10-6). Determine the principal strains and the maximum in plane shear strain.
10.00
P Flag
question
Select one:
E1 = -535 (10-6), E2 = -215 (106) and ymax in-plane = -320 (106).
E1 = 535 (10-6), E2 = 215 (10) and ymax in-plane = 160 (10-6).
E1 = 535 (10-6), E2 = -215 (10-6) and Ymax in-plane = 320 (10-6).
E1 = 535 (10 ), E2 = 215 (10 6) and ymax in-plane = 320 (106).
E1 = 535 (10-6), Ez = -215 (106) and ymax in-plane = -320 (106).
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