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Part C - Average normal strain in the differential element of material Determine the average normal strain in the differentiaPart B - Maximum in-plane shear strain and its orientation Determine the magnitude of the maximum in-plane shear strain, mara<ME213 HW6 - Beam Deflection and Mohr Circle Plane Strain < 6 of 6 > Review Part A - In-plane principal strains and their ori

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are -395 xTor in lin Cy - 270 x or infin LAMAA 43 = ( 5.0 x 6 in lo Calcolok the principal Stroin. &, 12 = U Entay -9.95 +2706 U74 105.01 tan 20p- Er-cach (-395-270) xlos for 20pu – 0.157 20p = 2013-8.97 .8.97 + laps-t.990 Op soe.qq. ③ shear strain C

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