Tushar,
It depends upon the the detail of the trunnion mount. If the mounting bracket is small in respect of the elbow I dont see why you cant take this approach. After all the pipe support industry shows this type of support. If you are right on the limit of stress at the elbow you may want to use FEA to look at the stresses.
Geoff
--- zope_tushar@fwc.com wrote:
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<tt>
Geoff Stone,<BR>
<BR>
Do u mean that elbow with trunion and without trunion will show same <BR>
behaviour in the thermal case?? I mean will they absorb the same <BR>
displacement??<BR>
<BR>
Tushar<BR>
<BR>
<BR>
<BR>
<BR>
PipingDesign@yahoogroups.com AT SMTP<BR>
Sent by: Geoff Stone DD&D Australia <blenrayaust@yahoo.co.uk> AT
SMTP<BR>
11/15/02 01:00 PM<BR>
<BR>
<BR>
To:
PipingDesign@yahoogroups.com AT SMTP@ccMTA-sgsinmx001<BR>
cc: (bcc:
Zope Tushar/fwsg)<BR>
Subject: Re: [PipingDesign] Re:
Trunnion on an Elbow<BR>
<BR>
<BR>
<BR>
<BR>
The trunnion detail that you are referring to is usually a thin<BR>
plate welded to<BR>
the back of the elbow over a relatively small section of the outside <BR>
radius.<BR>
<BR>
Thinking about it, when the elbow is strained in plane or out<BR>
of plane the SIF<BR>
wouldnt be changed drammatically. In-plane the elbow will be<BR>
changed from<BR>
circular to elliptical and out of plane the elbow will rotate<BR>
because the<BR>
trunnion plate is relatively thin and will deflect. Any comments?<BR>
--- mechengr1977 <mechengr1977@yahoo.com> wrote:<BR>
<BR>
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<BR>
<BR>
<tt><BR>
the use of trunnion welded to the elbow is a common practice in<BR>
<BR><BR>
refinery, power plant and petrochem. Charts has been develop by<BR>
<BR><BR>
engineering/contruction firms such as Flour Daniel and Bechtel<BR>
to <BR><BR>
aid in its sizing/selection. This SIF business is getting out<BR>
of <BR><BR>
hands.<BR><BR>
<BR><BR>
--- In PipingDesign@y..., &quot;KAUSTUBH JOSHI&quot;<BR>
&lt;kvj@e...&gt;<BR>
wrote:<BR><BR>
&gt; Dear Shreedhar,<BR><BR> &gt; <BR><BR> &gt; When a trunnion is welded onto the bend, the bend looses<BR>the <BR><BR>
&gt; <BR><BR> &gt; You should try to put supports away from bend to use the<BR> <BR><BR>
&gt; <BR><BR> &gt; Regards,<BR><BR> &gt; Kaustubh<BR><BR> <BR><BR> </tt><BR>
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