I would like to determine the R value for a steel cantilever column that supports wood beams and framing. ASCE 7-05 references special, intermediate and ordinary moment frame systems under the cantilever column section in table 12.2-1. It referances 14.1 for detailing requirements for each type which then sends me to AISC 341 which discusses moment frames with R = 3 and higher. Most of the requirements are in regards to the beam to column connection. What is special for different methods when it comes to cantilevered columns?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Managing reverse logistics and depot repair, or all operations related to the reuse of products and materials, is a growing challenge for B2C and B2B manufacturers, retailers and service organizations. Download Now