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Can I read Wall Shutter Foundation - Downward Case on EtoBox?
Wall Shutter Foundation - Downward Case by David Peralta is a document available to read on EtoBox.
What is Wall Shutter Foundation - Downward Case about?
The document details the structural analysis for the wall shutter foundation of the Epworth Tunnel, including input tables for beam properties, support types, and loads. It provides calculated values for maximum deflection, shear force, soil pressure, and bending moment under a downward load case. Key results include a maximum deflection of -2.905mm, shear force of 14.64kN, and bending moment of -1.659kNm.
- Author
- David Peralta
- Language
- EN