A steel column was installed out of plumb (1-1/2" in 8'-6"). I know this is out of the L/500 allowable. Does anyone see a problem with analyzing the column as is (in other words checking the increased load due to the angle, shear through the connections at the top and bottom of the column and additional load through floor diaghram above). Is there any code or standard shooting this method down?
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.
Version control is neither a new concept or a new software feature. But with the explosion of digital information, thereâ€™s an even greater need for tight control and management of documents and data. Download Now