Dear Paul
In general Pipe span is limited by pipe material (allowable stress), sectional
modulus (nominal size and Sch. of pipe) and weight of its content and insulation
and design temperature of the pipe system which affects allowable stress in
calculation of pipe span. In general pipe span is limited by allowable
deflection and allowable bending and shear stress. To simplify pipe support
spacing calculation MSS- SP69 has provided recommended practice for support
spacing which has been accepted by ASME. These spans are limited to max.
combined stress(bending and shear) to 1500 PSI and max. pipe sag of 0.1 inch we
use allowable pipe span as a general and primary solution for supporting but
some points should be considered in supporting:
1- All span should be adjusted based on available structure for supporting.
2- In case of change of direction in horizontal pipes you should reduce pipe
span. as a good practice you can use 0.75 of span.
3- Span should be decreased based on concentrated weight and load in piping
system such as valve and flange. As a good practice you can use 0.75 of span for
one element and 0.6 of span for two elements in piping system.
4- finally you should consider maintenance requirement(for example for valve
maintenance and removal) you should consider supports as possible as near to
valves).
Also I should note hear that occasional loads such as wind and earthquake do not
concern span of weight support because using span is used for dead loads. For
this loads stress analyzer engineer should use proper guide and other dynamic
supports such as rigid strut and shock absorber with careful attention to
thermal expansion and load.
When you see various recommended span for a same size it may means using of
various safety factor, various fluid content, various design temp. Various pipe
materials and other design objects in calculation of max. allowable span.
In general we have:
L < (10 * Z* F * S/W)^0.5
In which
L= Max. allowable span(mm) Z= Pipe sectional modulus(mm3) F= Safety factor S=Allowable stress in design temp(N/mm2). W=Weight per linear unit of pipe(N/mm)
Best Regards
Hassan Hajitabar
Piping Engineer
Engineering Department
Iranian Offshore Engineering & Construction Company (IOEC)
E-mail: Hajitabar@Ioec.com
Received on Mon Jun 23 09:16:00 2008
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