The rectangular plate is deformed into the shape shown by the dashed lines. For a 272 and b = 426, determine the shear strain at corner C relative to the x, y axes. [103] (sign sensitive) y (unit mm] (not in scale) b D-6. 6- 31 A a 7715 B B' 10 3 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 287 and b = 401, determine the normal strain along the line of AC. [103] (sign sensitive) [unit mm] (not in scale) b 791a 31 A a 7710 BI 2 10 5 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 275 and b = 439, = determine the shear strain at corner D relative to the x, y axes. [103] (sign sensitive) 9- (unit mm] (not in scale) D-6- b 31 A a BI 14 B' 10 1 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. = For a 293 and b = 419, determine the normal strain along the line of AB. [103] (sign sensitive) [unit mm] (not in scale) D-6- 6- 7710 b 31 A a BI 2 B' 10 2 0/1 point The rectangular plate is deformed into the shape shown by the dashed lines. For a 295 and b = 408, = determine the normal strain along the line of AD. [10-3] (sign sensitive) D 31 6. [unit mm] (not in scale) 7710 b A a BI B' 4 10