https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/81192/mast-tower-staad-pro-v8ipl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training &amp; seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL &amp; LEARN ITS STRUCTURAL ANALY. &amp; steel DESIGN TO Eurocode checksen-USTelligent Community 12https://communities.bentley.com/thread/563350?ContentTypeID=1Thu, 09 Jan 2020 18:49:47 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3973176a-0800-46ec-8965-f697f84fb31aYeboah Asamoah-Twum<p>Please can I copy of the staad.Pro file for mast tower</p> <p></p><div style="clear:both;"></div>https://communities.bentley.com/thread/224837?ContentTypeID=1Wed, 17 Oct 2012 19:48:59 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9f7997ae-3a36-412c-83b6-e53488fa9467rtully14<p>I have sent you a copy of the model as you requested. Please note the following changes:</p> <p>• I changed the section size, pipes, from 0.6m dia to 60 mm.</p> <p>• I added the cables with an initial tension of 60KN and also assigned the cables as tension only.</p> <p>To be honest, if you are designing towers you would be better using Staad Tower instead of Staad.Pro.</p> <p>Please advise me if you need any further assistance with this query?</p><div style="clear:both;"></div>