2 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 285 and b = 419, determine the normal strain along the line of AD. [103] (sign sensitive) [unit: mm] (not in scale) D-64 31 b A 7.26 C 7 10 10 a B 2 B 3 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 289 and b = 410, determine the normal strain along the line of AC. [103] (sign sensitive) b [unit mm) (not in scale) D-6- 31 A 34.8 775 BI a B' 10 14 I 4 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 284 and b = 421, determine the shear strain at corner C relative to the x, y axes. [103] (sign sensitive) D-6- [unit mm) (not in scale) 7710 b 31 A 20.89 a B B' 2 10 5 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a=282 and b = 449, determine the shear strain at corner D relative to the x, y axes. [103] (sign sensitive) [unit mm] (not in scale) b 791a 31 A B' 2 a 24.24 10