A. Does not depend on the distance of layer from the neutral layer
B. Directly proportional to the distance of layer from the neutral layer
C. Inversely proportional to the distance of layer from the neutral layer
D. Directly proportional to the neutral layer

A. Bending strain/area
B. Shear stress/length
C. Force/unit area
D. Shear resistance/shear area

A. Shear stress
B. Bending stress
C. Tensile stress
D. Compressive stress

A. Compressive and plane stresses
B. Tensile and compressive stresses
C. Tensile and thermal stresses
D. Shear and bending

A. E = 2K(1 – μ)
B. E = K(1 – 2μ)
C. E = 3K(1 – 2μ)
D. E = 2K(1 – 2μ)

A.  0.50
B. 0.60
C. 0.25
D.  0.33

A. The ratio of volumetric stress to volumetric strain
B. The ratio of direct stress to volumetric strain
C. The ratio of shear stress to shear strain
D. The ratio of direct stress to direct strain

A. The ratio of tensile force to the change in length
B. The ratio of change in length to the tensile force applied
C. The ratio of change in length to the original length
D. The ratio of original length to the change in length

A. Milestone
B. Micron
C. Angstrom
D. Light year

A. Watt
B. Dyne
C. Kilogram
D. Newton