About this document
Tapered I Section Design with AISC Codes by Michael Dixon is a document available to read on EtoBox.
This document contains questions and answers about modeling steel beams with bracing and composite decks in Staad. It discusses using different PARAMETER commands to check beams to different codes, and whether to specify the length parameter (LZ or LY) for beam segments based on whether they are braced horizontally or vertically at connections in the middle of the span. It also confirms that a composite deck refers to a metal deck.
- Author
- Michael Dixon
- Language
- EN