About this document
Eccentricity in Steel Connection Design by Andres Casado is a document available to read on EtoBox.
This document discusses questions related to structural steel design and construction. It provides detailed responses to two questions: 1) Whether the supporting member or welds can be designed to resist only vertical shear if the moment is assumed at the bolt group for an extended gage connection. 2) Whether it is always prudent to design the connection rather than the support to resist the moment for an extended gage connection. The response indicates it depends on the specific connection details and supp
- Author
- Andres Casado
- Language
- EN