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Wall Girt Design and Specifications by Anonymous V6up3d0QG is a document available to read on EtoBox.

This document provides design calculations for a wall girt to be used in a proposed logistics warehouse. It calculates loads, chooses a Z20225 section for the girt based on yield strength and moment capacity. Deflection under dead and wind loads is checked to be within limits. A 10mm diameter sag rod is selected to resist the calculated tension load of 2.7143kN from the girts.

Author

Anonymous V6up3d0QG

Language

EN