Subject: Post Tensioned Steel Structure (1200' span)
From: "Dave M. Martin" <DMMartin(--nospam--at)mbakercorp.com>
Date: Fri, 19 Jan 2001 07:36:47 -0500
I'm doing a study for a building 1200' x 2200' with no interior columns. One thought to span the short direction was post tensioned steel trusses. Does anyone have a source for reference material on the theory/design?