When designing storm sewers, matching crowns seems to be the standard. Is there any opinion that matching the HGL of the pipes to be a better design?
Thanks,
John
I have a situation where a group of 4 2x4's were used to create a wooden beam. The current situation is that the beam is supported at the ends with a steel steel pipe column supporting the beam at about a quarter of the distance from one of the ends. The new situation will be to install 2 new...