Design of Ductile Iron Pipe on Supports
Use Pressure Class with a minimum saddle with of inches
Unit Load = 0 lb/ft
Localized Stress at Support
Allowable = 0 psi.
Calculated = 0 psi.
Flexural Stress at Mid-span
Allowable = 0 psi.
Calculated = 0 psi.
Beam Deflection at Mid-span
Allowable = 0.00 psi.
Calculated = 0.00 psi.