Eccentric Reducer

Reducers can only be placed in nodes along a straight line and only if the diameter of adjoining pipes is different. The reducer node is located at the end with lower diameter.

The reducer weight is modeled as uniform load. The pipe part weight that covered by reducer is removed. Insulation and fluid weight is the average value of the weight from two connected pipes. Snow, ice, wind, and user defined uniform loads are got as average value from two connected pipes.

Features of ASME code:

START-PROF doesn't check the wall thickness for reducers. For Russian code START-PROF check the wall thickness for all reducer types.

Properties

Property

Description

Name

Element name. If checked then it shown in 3D view

Material

Material from materials database

Calculate weight automatically

If selected, reducer weight is calculated automatically as frustum volume taking into account linear change in wall thickness

Weight

Reducer weight without insulation and product. Set according to standards without taking into account the overload factor. Product and insulation weight with corresponding overload factors are calculated automatically based on adjoining pipes

Wall thickness at Dmax, t1

Nominal (actual) wall thickness at the maximum diameter section

Wall thickness at Dmin, t2

Nominal (actual) wall thickness at the minimum diameter section

Mill tolerance

Mill tolerance at the time of production. More...

Corrosion and wear allowance

Corrosion and wear allowance (working mill tolerance) for wall thickness. More...

Cone length, Lc

Length of the conical part of reducer

Full length, L

Full length of the reducer element

Cone Angle, α

The slope angle of conical part of reducer. k=1 for eccentric reducer

Longitudinal Weld Joint Efficiency Factor, E

Longitudinal weld joint efficiency factor, E. More...

Manufacturing technology

For ASME B31.1, ASME B31.3, DL/T 5366-2014 seamless pipe will always use Wl=1.0. For electric-welded pipe Wl will be specified from database. More...

When using  GOST 32388-2013, pipe physical properties are taken from different materials databases depending on pipe type (seamless/welded).

Angle between shear direction and local axis of adjoining element Zm

Angle between shear direction and local axis of adjoining element Zm. Used for positioning eccentricity in space. For vertical eccentricity, a 0 degree angle is set.

Stress correlation along two axes, r

Based on ISO 14692 section 7.10

Qualified stress, qs

If this field is blank then qs is got from material database

Based on ISO 14692 section 7.8

Internal protective layer thickness

- internal (non-reinforced) protective layer thickness. More...

External protective layer thickness

- external (non-reinforced) protective layer thickness. More...

Toolbar Access

To insert a reducer, select the desired node and use the menu option: Insert > Insert Reducer > Insert Eccentric Reducer

To view properties of an existing element: