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Description : Stress Analysis of GRP GRE FRP Piping System Using Caesar II
Descripción: How to stress analyse for underground piping
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Descripción: Caesar II mainly used for pipe stress analysis and water hammer is one of the frequent cases to be analysed as per this document
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Static Met Method of Seismic ismic Analysi lysis s of Pipin iping g Syst ystem usin sing Cae Caesar sar II – Wha What is Pipin iping g
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
(HTTP://WWW.WHATISPIPING.COM/CATEGORY/PIPING-STRESS) › PIPING STRESS ANALYSIS (HTTP://WWW.WHATISPIPING.COM/CATEGORY/PIPING-STRESSANALYSIS) › STATIC ANALYSIS (HTTP://WWW.WHATISPIPING.COM/CATEGORY/STATICANALYSIS) › STRESS ANALYSIS (HTTP://WWW.WHATISPIPING.COM/CATEGORY/STRESSANALYSIS) › UNCATEGORIZED (HTTP://WWW.WHATISPIPING.COM/CATEGORY/UNCATEGORIZED) › STATIC METHOD OF SEISMIC ANALYSIS OF PIPING SYSTEM USING CAESAR II (HTTP://WWW.WHATISPIPING.COM/SEISMIC)
Static Method of Seismic Analysis of Piping System using Caesar II February 22, 2017
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Basis for Seismic Analysis: The criteria for line selection for seismic analysis are normally mentioned in the ITB documents if the construction site falls under seismic zone. If the same is not mentioned then on a broad respect following lines can be considered: Lines with outside diameter 6” and larger. Transfer line/Two phase flow lines. Strain sensitive equipment: Compressor, Turbine and Pump. Heater and Cold box connected lines. Steam & flare header system in pipe rack. Other lines considered important as per stress engineer’s decision. http://www.whatispiping.com/seismic
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
As per code ASME B 31.3 the longitudinal stresses generated due to sustained and occasional loads should be within 1.33 times Sh (Basic allowable stress at hot temperature) value. So We have to add Sustained stress and occasional stress such that the scalar combination of the same remains within the limit specified by the code. Normally the nozzle load checking is not required for seismic analysis. However few companies need the nozzle load checking at seismic condition for static equipments. Sometimes the allowable nozzle load can be increased by 50% for checking in occasional cases. However nozzle load checking is not required at seismic case for rotating equipments. The following article will describe steps to perform the static method of seismic analysis in Caesar II. The first step in static seismic analysis is to collect the seismic coefficient. Sometimes the value of seismic coefficient is provided directly and sometimes enough data is provided to calculate the same. The following equation (as per IS 1893) can be used to calculate the seismic co-efficient:
Pressure Tests of Piping systems-Hydrotest Vs Pneumatic Test (http://www.whatispiping tests-of-piping-systemshydrotest-vs-pneumatictest) 11 most important questions & answers from ASME B 31.3 which a Piping stress engineer must know (http://www.whatispiping b-31-3) BASICS OF PIPE STRESS ANALYSIS: A PRESENTATION-Part 1 of 2 (http://www.whatispiping of-pipe-stress-analysis) Piping Elbows and Bends: A useful detailed literature for piping engineers (http://www.whatispiping elbows-and-bends) Step by Step Methods for WRC 107 and WRC 297 Checking in Caesar II (http://www.whatispiping 107-and-wrc-297) BALL VALVE DESIGN FEATURES: A LiteraturePart-3 of 4 (http://www.whatispiping valve-design-featuresliterature-part-3) Top 12 must have Piping books for a begineer into Piping industry (http://www.whatispiping books) Stress Analysis of PSV connected Piping systems using Caesar II (http://www.whatispiping analysis-of-psvconnected-pipingsystems) Must have Load cases for stress analysis of a typical piping system using Caesar II 3/7
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
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STRESS A
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Here Spectral Acceleration Coefficient (Sa/g) = 2.5 (Examples are shown for the sake of a typical value calculation) Zone Factor (Z)
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Importance factor (I)
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= 0.16
Response Reduction Factor (R)
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= 1.75
Horizontal Seismic Coefficient (Ah)
= 0.12 (±X & ±Z Direction)
This co-efficient value need to be entered in Caesar spreadsheet as shown below:
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
content/uploads/2014/03/seismic-coefficient.jpg) Caesar Spreadsheet showing the input of Seismic Co-efficient Normally Y component is not entered. However few clients may require the input of the same. in that case follow guidelines provided by them. To perform seismic analysis open the Caesar II spreadsheet and click on uniform loads as shown in the below mentioned figure.
(http://www.whatispiping.com/wp-content/uploads/2014/03/SEISMIC1.jpg) Caesar II Spreadsheet showing Seismic Analysis After that prepare the load cases for seismic analysis. The load cases normally prepared are shown in the figure attached below:
http://www.whatispiping.com/seismic
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
(http://www.whatispiping.com/wp-content/uploads/2014/03/SEISMIC-2.jpg) Load Cases for Seismic Analysis Once you prepared the required load cases simply run the file and check the stresses for Code compliance as mentioned below:
(http://www.whatispiping.com/wp-content/uploads/2014/03/SEISMIC3.jpg) Caesar Output window for Seismic Analysis
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Static Method of Seismic Analysis of Piping System using Caesar II – What is Piping
Check restraint summary for load cases L8 to L11 in the above mentioned figure and check stresses for load case L16 to L19.
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ASME B 31.3 (http://www.whatispiping.com/category/asme-b-31-3) B 31.3 (http://www.whatispiping.com/category/b-31-3)