Thanks for the replies. The problem is that AASHTO requires yield line analysis for the design of barrier railings. Don't think this is applicable since the wall is conitnuous. So, should beam theory be considered for the 42" extension resulting in larger As for that extension due to impact LL?
I have designed a 15' reinforced concrete cantilever retaining wall adjacent to a roadway. The client desires to extend the wall an additional 42" to create a rigid concrete barrier rail. The aluminum railing will then be attached at the termination of the concrete rail. How should the...