Reinforced Concrete Pipe - AASHTO LRFD Bridge Design Specification
Reinforced Concrete Pipe - AASHTO LRFD Bridge Design Specification
(OP)
I am using indirect method of designing culvert (reinforced concrete pipe) as per Clause 12.10.4.3. Formula for D-load does not include self weight of the pipe. Could somebody advise why is this not included. It makes a big difference in my case.If I consider pipe self weight, pipe class goes up from Class I to Class III.





RE: Reinforced Concrete Pipe - AASHTO LRFD Bridge Design Specification