The response window is where results are presented for each structural case. For each type the following results are presented:

• Thin plate solution: In-plane and shear global and principle stresses, strain and displacement results as well as factor of safety plots for various failure theories.
• Thick plate solution: Through thickness and principle stresses, strain and displacement results as well as factor of safety plots for various failure theories.
• Cylinder solution: Axial, hoop and radial global and principle stresses, strain and displacement results as well as factor of safety plots for various failure theories.
• Discontinuous Tile Model:  Tile and face sheet axial and shear stresses
• Compliant Interlayer Model: System effective stiffness and response under three point loading
• Thin Plate Impact Model:    Plate Bending Stiffness, Kinetic energy of projectile and plate on impact, energy of deformation and static equivalent force, force and tensile stresses per unit length at wave edge, equivalent moments at wave edge, bolt pull out and shear stresses. optimal number of bolts for survival of ballistic event, radial elongation of plate, optimal bolt gap spacing due to in-plane and bending displacement,  optimal support contact length and spacer height to avoid armor and structural collision during ballistic event.