Restrained pipes are typically buried with proper bedding. However, when settlement or subsidence occurs the longitudinal and combined stresses may be replaced with a strain limit of 2% in ASME B31.4
Yielding that does not impair the serviceability of the pipe. Local stresses caused by periodic or repetitive load resulting in fatigue. Unanticipated earthquakes vibration and thermal expansion.
ππ» β Hoop stress(psi)
π β Pipe internal pressure(psi)
π· β Pipe outside diameter(in)
π‘ β Pipe wall thickness(in)
ππΒ = 0.3ππ»
ππ β Longitudinal stress due to internal pressure(psi)
ππ» β Hoop stress(psi)
ππΒ = πΈπΌ(π1βπ2)
ππ β Longitudinal stress due to thermal expansion(psi)
πΌ β Coefficient of thermal expansion(1/β)
πΈ β Elastic modulus of ambient temperature(psi)
π1 β Pipe Temperature at the time of installation(β)
π2 β The warmest or coldest pipe operating temperature(β)
ππ΅ β Nominal bending stress(lb/in)
π β Calculated bending moment
π β Pipe section modulus(in3)
ππ βAxial loading stress(lb/in)
π
βExternal for axial component(lb)
π΄ βPipe metal cross-sectional area(in2)
ππΏ β Net longitudinal stress in restrained pipe(psi)
Note: The maximum permitted value is 0.9ST
π β Specified minimum yield strength(psi)
π β Temperature derating factor
ππΆ βCombined biaxial stress(psi)
Note: The maximum permitted value of ππΆ. is πππ
π β€ 0.9βfor load of long duration
πΎ = 1.0βfor occasional nonperiodic loads of short duration
π β Specified minimum yield strength(psi)
π β Temperature derating factor
Β