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Pipes
Pipe Proof Loads
Trench Loads
Loads on any Conduit
Positive Projection
Traffic Loads A
Traffic Loads B
Nomograph - Pipes Inlet Control
Nomograph - Pipes Outlet Control

Culverts
Nomographs
Pipe Fill Height Table (Embankment Conditions)

Positive Projection
POSITIVE PROJECTION EMBANKMENT LOADING IN KN/M ON A BURIED CONDUIT; NON COHESIVE MATERIAL; DENSITY 20KM/M K = 0.19; PR5 =0.7



Notes
  • Table compiled for non-cohesive material with density of 20kN/m and prs = 1.0
  • Table can be used for other soil densities by multiplying load by actual density /20
  • Table can be used for different values of prs as follows;
    • If load value falls in shaded area, it may be used irrespective of the prs value.
    • If load value to the right of shaded area, multiply the value by the following factors: