I am interested in obtaining a resource relative to tensile and pullout capacities of rivets in aluminum and steel light gauge panels (siding panels). Any info. would be greatly appreciated, particularly resources "on-line". <br>
-John (<A HREF="mailto:Pruho@aol.com">Pruho@aol.com</A>)
I have designed flitch beams for residential construction for 10 years, but have not located any useful references specifically related to this subject matter. Should anyone know of good design literature on this subject, such information would be greatly appreciated. Thanks. John
I am a Professional Engineer and a firefighter in N.Y. City. I have no direct experience in post-tensioned construction, and would like to obtain the following information:<br>
1. In a non-bonded post-tensioned slab or beam, is it possible to cut through a tendon without life safety issues to...