The state of a plane strain at a point has the components Ex 400 (10-6), ɛy = 200 (10 ) and yxy = 400 (10-6). Determine the principal strains and the maximum in plane shear strain. Select one: & =524 (10-6), ɛ2 = -76.4 (106) and ymax in-plane = 223 (10 ). E1 = 524 (10-), 2 = -76.4 (10-6) and ymax in-plane = 447 (10). & = 524 (10-), ɛ2 = 76.4 (10-b) and ymax in-plane = 223 (10 ). E1 = 524 (10-6), E2 = 76.4 (10-6) and ymax in-plane = 447 (10-). %3D E = -76.4 (10-), E2 = -524 (10-6) and ymax in-plane = 447 (10-9).

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The state of a plane strain at a point has the components Ex = 400 (10 ), Ey = 200 (10 ) and yxy = 400
(10-6). Determine the principal strains and the maximum in plane shear strain.
Select one:
& =524 (10-6), ɛ2 = -76.4 (106) and ymax in-plane = 223 (10 ).
E =524 (10-6), E2 = -76.4 (10-) and ymax in-plane = 447 (10-).
E =524 (10
E2 = 76.4 (10-) and ymax in-plane = 223 (10-).
%3D
E1 = 524 (10-), E2 = 76.4 (10-) and ymax in-plane = 447 (10-).
E=-76.4 (10), E2 = -524 (10-6) and ymax in-p ane = 447 (10-6).
Transcribed Image Text:The state of a plane strain at a point has the components Ex = 400 (10 ), Ey = 200 (10 ) and yxy = 400 (10-6). Determine the principal strains and the maximum in plane shear strain. Select one: & =524 (10-6), ɛ2 = -76.4 (106) and ymax in-plane = 223 (10 ). E =524 (10-6), E2 = -76.4 (10-) and ymax in-plane = 447 (10-). E =524 (10 E2 = 76.4 (10-) and ymax in-plane = 223 (10-). %3D E1 = 524 (10-), E2 = 76.4 (10-) and ymax in-plane = 447 (10-). E=-76.4 (10), E2 = -524 (10-6) and ymax in-p ane = 447 (10-6).
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