CAESAR II What s New!

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Alexia Franklin
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1 CAESAR II 5.10 What s New!

2 Version 5.10 Productivity Release In-line Flange Analysis Tighter Integration with CADWorx New Codes, New Materials Versioning/Backup And More!

3 Productivity Release -- I Improved UI Graphics up to 50% faster Sticky screen layout Better control over Display Options Graphic Corrosion, Densities highlighting Save as HTML, DWF, PDF, BMP, JPEG, TIFF The little things Jump to first auxiliary field Double clicking on error list Synchronization of List, Graphics, Spreadsheet

4 Productivity Release -- II Output Processing Reports generate up to 70% faster Ability to export and import custom reports Tabbed reports Zooming of report fonts Selectivity in the Miscellaneous Report

5 Productivity Release III* Isogen Enhancements More configurations work than before Discontiguous sections Intermediate bend nodes Etc. Ability to edit PCF file Better Screen Annotations

6 In-line Flange Analysis The single most requested item during Discovery Tours -- Flange Analysis as per: Kellogg Equivalent Pressure Method ASME NC-3658 Method This may be used as a first pass check to determine which flanges may need more detailed analysis

effective gasket reaction F = axial force on flange (where forces are always taken as an absolute value) PD =

7 In-line Flange Analysis Kellogg Equivalent Pressure Method Peq = 16M/πG3 + 4F/ πg2 + PD Where: Peq= equivalent pressure (for checking against flange rating) M = bending moment on flange G = diameter of effective gasket reaction F = axial force on flange (where forces are always taken as an absolute value) PD = design pressure Note that CAESAR II s implementation increases the allowable pressure rating by any Occasional Stress factor.

8 In-line Flange Analysis Users may build their own Flange Rating Files

9 In-line Flange Analysis ASME NC-3658 Method Mfs 3125(Sy/36,000)CAb or Mfd 6250(Sy/36,000)CAb Where: Mfs = bending or torsional moment (whichever is greater) due to sustained mechanical loads (CII assumes any non-occasional Load Case to be Mfs) Mfd = bending or torsional moment (whichever is greater) due to sustained plus dynamic loadings (CAESAR II assumes Occasional Load Case to be Mfd) Sy = yield strength of flange material at design temperature (Sy, shall not exceed 36,000 psi) C = bolt circle diameter Ab = total cross sectional area of bolts

10 In-line Flange Analysis Note! CAESAR II s implementation calculates an equivalent stress S in the flange, which is then compared to SY (or 2*Sy for Occasional Load Cases): S = 36,000 * Mfs / (CAb * 3125) Min(Sy, 36000) (non-occ) S = 36,000 * Mfd / (CAb * 3125) 2.0 * Min(Sy, 36000) (Occ)

11 In-line Flange Analysis* Flange Analysis is controllable by Load Case

12 Tighter CADWorx Integration Ability to bring the Plant Model directly into the CAESAR II environment

13 Tighter CADWorx Integration* We provide an Example (INLET SEPARATOR SKID)

New Codes, New Materials PD 8010 -- UK Code for Oil and Gas Pipelines Part 1 Onshore Part 2 Subsea Looks like B31.

14 New Codes, New Materials PD UK Code for Oil and Gas Pipelines Part 1 Onshore Part 2 Subsea Looks like B31.8 and B31.8 Chapter VIII Selected European materials (22) Material selection provided (and verified) by Herr Limpert of Linde

15 New Codes, New Materials Updated codes: B31.1 B31.3 B31.4 Z662 API-661 ASCE #7 2005

16 New Codes, New Materials* What is not there? ISO FRP code promised but not delivered

17 Versioning/Backup* Ability to restore the model to previous states Open this model file, then Import your Load Cases

18 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

19 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

20 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

21 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

22 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

23 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

24 And More! Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Bulk import of imposed displacements B31.3 calculational nuances New Hydrotest features

25 And More!* Occasional factor variable by load case Importation of Load Cases Chinese structural steel New spring hanger vendors Plus automatic Bulk import of imposed displacements insertion of SY for Hydro B31.3 calculational nuances allowable New Hydrotest features

26 Questions?

Bolt Torque Values - FLUOROLON (Sheet Ring Gaskets / Raised Face Flanges)

Bolt Torque Values - FLUOROLON (Sheet Ring Gaskets / Raised Face Flanges) Sheet Ring Gaskets on ASME B16.5 Raised Face Flanges with ASTM A193 Gr. B7 / A194 Gr. 2H Nuts Sheet Ring Gaskets on ASME B16.5