Stress analysis & Piping

Stress analysis & Piping pinned «رفقای عزیز، لطفاً قبل از هر پرداختی شرایط رو دقیقاً چک کنید تا پول یا اطلاعات شخصی‌تون از دست نره. ممنون از توجهتون.​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​ Dear all companions Please , before any payment , check out the conditions preciesly to…»

رفقای عزیز، لطفاً قبل از هر پرداختی شرایط رو دقیقاً چک کنید تا پول یا اطلاعات شخصی‌تون از دست نره. ممنون از توجهتون.​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​​ Dear all companions Please , before any payment , check out the conditions preciesly to avoid losing money or your personal information. thanks for your consideration.

Piping loads for structure design What loads should be reported to Structure Department for design of pipe-racks and structures: 1- HYD test loads 2- Operation loads (W+P+T) , T: all temperaures expected during the life of the system (plant). 3- Sustain load (W+P and WNC) 4- Pure occasional loads - Items 2 and 3 could be reported separately or Max valuse of them. - If you have PSV , sequence of operation should be specified in load table. - If you have restraint on piping (directional support) report the load value , if you have simple rest then add a note for considering the friction force. - add a note for considering the proper beam / plate wherever you have piping loads. You should specify the dimensions of plates. - For platforms it should be specified that they are access or operation (maintenance) platforms. and relevant loads (kN/m2) should be specified. - For small size (exp: Size <12") consider distributed loads (kN/m) and for large size point loads is required. - To calculate seismic load for ditributed loads : first you should locate the line stop (loops should have already been located) then conider the total weight betwwen two stop x g.factor - 15 ~20% additional loads should be considered for the elements that you haven't included in your load calculation. -Load table fomat should be user friendly for report / read and find any specifiic pipe support load. You could add point load number , line number , stress job and node , load Elevation , piping loads and a remark . Directions should be clearly specified in your table. directional support load or friction load should be clearly specified. - The drawing should have only minimum required data. Remove any unnecessary items then it could be read and checked with more accuracy. - Equimpent / electrical item weight should be specified by relevant department. - Anchor beams (that have pipe stop) should be specified in pipe-racks. Side plate is required on concrete beams. Check the format at early stage with structure and piping lead engineers.

https://youtu.be/0j_aVBxbBWw?si=liz6DTH5VLPt1qZ_

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https://whatispiping.com/webinar-pass-start-prof-4-88/

https://passuite.com/press-release/pass_start488_new_version_29012026

https://www.researchgate.net/figure/Two-phase-flow-patterns-in-horizontal-pipes_fig1_294583838 Types of two phase flow

https://www.linkedin.com/posts/arash-heshmat-dehkordi-0a640636_oilandgas-petrochemicals-pipingdesign-ugcPost-7352253032480346112-Zw0x

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In line pressure Balanced Expansion Joint

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