Browse TRAIL Inventories

Principles of Moment Distribution Applied to Stability of Structures Composed of Bars or Plates

Critical Compressive Stress for Curved Sheet Supported Along All Edges and Elastically Restrained Against Rotation Along the Unloaded Edges

Critical shear stress of an infinitely long flat plate with equal elastic restraints against rotation along the parallel edges

Critical stress for an infinitely long flat plate with elastically restrained edges under combined shear and direct stress

Bending and shear stresses developed by the instantaneous arrest of the root of a moving cantilever beam

Bending and Shear Stresses Developed by the Instantaneous Arrest of the Root of a Moving Cantilever Beam

Bending and Shear Stresses Developed by the Instantaneous Arrest of the Root of a Cantilever Beam With a Mass at Its Tip

Principles of Moment Distribution Applied to Stability of Structures Composed of Bars or Plates

Bending and Shear Stresses Developed by the Instantaneous Arrest of the Root of a Cantilever Beam Rotating With Constant Angular Velocity About a Transverse Axis Through the Root

A unified theory of plastic buckling of columns and plates

An evaluation of some approximate methods of computing landing stresses in aircraft

A unified theory of plastic buckling of columns and plates


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