piping stress & support
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STRESS ANALYSIS
&PIPE SUPPORTS
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- The layout and design of piping and its supporting elements shall bedirected toward preventing following:
1. Piping stresses in excess of those permitted in code
2. Excessive thrusts and moments on the connected euipments
!. Excessive piping sag
". Excessive interference with thermal expansion and contraction in piping
SUPPORTS
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How to decide the support
location ?
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How to decide the tpe
support ?
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- $ainly four types of supports are available.
1. %imple resting.
2. &uide
!. 'xial (estrain
". 'nchor - 'gain some more supports are available.
1. %pring ) *onstant and +ariable %upport
2. ,anger %upports.
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STRESS ANALYSIS
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!ASI" RE#UIRE$ENTS
- Piping system shall have sufficient flexibility to prevent thermal
expansion or contraction or movements of piping supports and
terminals from causing )
1. ailure of piping or supports from overstress.
2. 3etrimental stresses in piping or in connected euipment 4pump
and turbines etc.5 resulting from excessive thrusts and moments in
the piping.
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%hen Analsis Reuired?
Or
%hich sste' need to (e
anal)ed?
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Tpes o* Stresses
&
Allowa(le Li'its as per "ode
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Stresses in Pipe
- ,oop stress or *ircumferential stress due to 6nternal pressure.
- 7ongitudinal stress due to 6nternal pressure and weight.
- Thermal stress due to temperature gradient.
Allowa(le Stresses
- ,oop stress ) 'llowable stress as per table '-1
- 7ongitudinal stress ) 'llowable stress as per table '-1
- Thermal stress ) Thermal stress range %' as defined in the code.
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Ther'al stress ran+e SA
%' 8 f 41.2# %c 9 .2# %h5
here;
f ) stress range reduction factor from table !2.!.#
%c ) basic allowable stress at minimum metal temperature
expected during the displacement cycle under analysis.
%h ) basic allowable stress at maximum metal temperature
expected during the displacement cycle under analysis.
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Hdrostatic stress
'llowable stress during hydro testing is 1.!! %c because at hydro
test we are testing the system to withstand near the <ield.
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Load on Euip'ent No))les
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Sa'ple "alculation
orce coming on end =o>>le.
*arbon steel pipe of mm ?3 with 1mm thic@ness at a temperature
of ! c.
E 8 2./# $si 4 1./// x 1" @gAmm25 from '%$E B !1.! Table *
Thermal expansion 8 !.2# x 1-! mmAmm 4from Table *15
' 8 pi A " x 42 ) #/25 8 1/#!#." mm2
P 8 1/#!#." x 1./// x 1" x !.2# x 1-!
8 120 tons
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Allowa(le No))le Loadin+
1. (* 1A20 ) for Euipments.
2. 'P6 1 ) for Pumps.
!. =E$' 2! ) for Turbines 4=ational Electrical $anufacturers
'ssociation5.
". 'P6 1; 10 ) for *ompressors.
#. 'P6 #0 ) for 'ir *oolers.
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,ailures
1. *atastrophic ailure
2. atigue ailure
Static Analsis
1. %ustained *ondition
2. Expansion *ondition
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$eans o* pro-idin+ ,le.i(ilit
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"aesar Application *or Analsis
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Than/ You