Here is a conundrum. In doing an analysis on a reinforced concrete frame type (multi-column) pier, we are using AAASHTO LRFD code and looking at the strength and service load cases. In so doing, we are finding the service load case is producing larger demand as compared to the strength load...
For aesthetic purposes, the architect is proposing a cantilever timber beam that is placed under the header so that the bottom of the cantilever member will line up with the ceiling inside so that it looks like the ceiling extends indoors to the outdoors (the header spans a large window opening...
I am rating a bridge from 1917 plans. In the stress table it shows net area, gross area and "bal". Do any of you know what "bal" stands for in the stress table?
Thank you
I am looking at a 1917 RR Bridge Stress sheet, and it shows the net section properties, gross section properties and "bal". Do any of you know what "bal" stands for in the stress table? I have never seen this listed before on other old plans for bridges I have rated.
Thank you.
All:
I have been in this business for almost 30 years (designing and managing structural projects)and have enjoyed it, but am curious to explore alternate careers where I can use my structural engineering skills. Do any of you know of other structural engineers that changed careers that...
