Asce 20-96 Standard Guidelines For The Design And Installation Of Page

Use the Iowa Deflection Formula (modified by ASCE 20-96): Δy (%) = (DL * K * Wc * 100) / (144 * PS + 0.061 * E') Where E' is the soil modulus of reaction (depends on bedding type). The standard provides lookup tables for E' values.

There is no newer version of "ASCE 20" specifically. ASCE merged its pipeline standards into the ASCE 18-18 series ( Standard Guidelines for the Design and Installation of Underground Pipeline Systems ) and the ASCE 36-15 ( Standard Design and Construction Guidelines for Microtunneling ).

Choose Installation Type 1 through 4 based on available bedding materials and required long-term deflection. (Type 4 is rarely used today due to cost; Type 3 is the industry gold standard for critical utilities).

Calculate the pipe stiffness factor (PS) or D-Load for rigid pipes. Compare this to the required strength based on depth of cover.