Erasa
Civil/Environmental
- Jan 3, 2016
- 44
Hi Engineers,
I have been asked to design a manhole size 1.5m x 2m x 2.5m deep which will receive traffic loading.
I am designing the walls and base as propped cantilever retaining structure with H20-44 loading (wheel load as my imposed load).
My question is, do i have to use the wheel load as static on the wall or dynamic; if dynamic can someone help me out with the estimation of the dynamic load? Any reference, publications and codes will be appreciated.
I have been asked to design a manhole size 1.5m x 2m x 2.5m deep which will receive traffic loading.
I am designing the walls and base as propped cantilever retaining structure with H20-44 loading (wheel load as my imposed load).
My question is, do i have to use the wheel load as static on the wall or dynamic; if dynamic can someone help me out with the estimation of the dynamic load? Any reference, publications and codes will be appreciated.