Rpardo_A36
Structural
- Jan 29, 2024
- 6
Hello,
I would like some clarification on the design of a riser to a junction box.
Should be pretty simple, but this riser I need to analysis is 36' long underground and I know you will need to consider pressure from the soil and live load at the top of the riser.
For my calculations, if I am doing it correctly. Results in large loads that gives me trouble using houston standard design for risers.
any information will help.
Thanks
I would like some clarification on the design of a riser to a junction box.
Should be pretty simple, but this riser I need to analysis is 36' long underground and I know you will need to consider pressure from the soil and live load at the top of the riser.
For my calculations, if I am doing it correctly. Results in large loads that gives me trouble using houston standard design for risers.
any information will help.
Thanks