pd55FloHeadFFG壓力容器強度計算書PVElite版本

1、Table of ContentsCover Sheet 2Title Page Warnings and Errors :錯誤！未定義書簽。 3Input Echo : 4XY Coordinate Calculations : 8Flg Calc Int P : FLANGE 9Internal Pressure Calculations : 14External Pressure Calculations : 20Element and Detail Weights : 24Center of Gravity Calculation : 27Stationary Tube, CASE O

2、NE 28Floating Tubesh, CASE ONE 38Floating Head, CASE ONE 48Vessel Design Summary : 54PV Elite 2014 Lice nsee: ZISHAN ENGINEERS (PVT.) LTD.5DESIGN CALCULATIONIn Accordance with British Standard PD 5500:2012 EditionAnalysis Performed by : ZISHAN ENGINEERS (PVT.) LTD.Job File: D:PVELITE 2012EXAMPLES_BA

3、CKUPPD55FLOHEADFFG.PDate of Analysis : Jun 9,2017PV Elite 2014, January 2014FileName : pd55FloHeadFFGWarni ngs and Errors :Step: 0 3:51p Jun 9,2017Class From To : Basic Element Checks.Note2030Note3040Note4070Note7080The wind load will not be computed on this element.The wind load will not be compute

4、d on this element.The wind load will not be computed on this element.The wind load will not be computed on this element.Class From To: Check of Additional Element DataThere were no geometry errors or warnings.PV Elite is a trademark of Intergraph CADWorx & Analysis Solutions, Inc. 20140.0000 mm.0.00

5、00 mm.0.0YNNNYYNo0.0000 N./sq.mm.User defined MAWP0.0000 N./sq.mm.User defined MAPnc0.0000 N./sq.mm.FileName : pd55FloHeadFFGIn put Echo :Step: 1 3:51p Jun 9,2017PV Elite Vessel Analysis Program: Input DataExchanger Design Pressures and TemperaturesChannel Side Design PressureShell Side Design Tempe

6、ratureChannel Side Design Temperature1.0000 N./sq.mm.100 C50 CShell Side Design Pressure1.0000 N./sq.mm.HorizontalHydrotest PositionProjection of Nozzle from Vessel Top Projection of Nozzle from Vessel Bottom Miscellaneous Weight PercentUse Higher Longitudinal Stresses (Flag) Select t for Internal P

7、ressure (Flag) Select t for External Pressure (Flag) Select t for Axial Stress (Flag) Consider Vortex SheddingPerform a Corroded HydrotestIs this a Heat ExchangerUser Defined Hydro. Press. (Used if 0)Load Case 1NP+EW+WI+FW+BWLoad Case 2NP+EW+EQ+FS+BSLoad Case 3NP+OW+WI+FW+BWLoad Case 4NP+OW+EQ+FS+BS

8、Load Case 5NP+HW+HILoad Case 6NP+HW+HELoad Case 7IP+OW+WI+FW+BWLoad Case 8IP+OW+EQ+FS+BWLoad Case 9EP+OW+WI+FW+BWLoad Case 10EP+OW+EQ+FS+BSLoad Case 11HP+HW+HILoad Case 12HP+HW+HELoad Case 13IP+WE+EWLoad Case 14IP+WF+CWLoad Case 15IP+VO+OWLoad Case 16IP+VE+OWLoad Case 17IP+VF+CWV112.65 Km/hrWind Des

9、ign CodeBasic Wind SpeedASCE-7 93FileName : pd55FloHeadFFGIn put Echo :Step: 1 3:51p Jun 9,2017Surface Roughness CategoryC: Open TerrainImportance Factor1.0Type of SurfaceModerately SmoothBase Elevation0.0000 mm.Percent Wind for Hydrotest33.0Using User defined Wind Press. Vs Elev.NDamping Factor (Be

10、ta) for Wind (Ope)0.0100Damping Factor (Beta) for Wind (Empty)0.0000Damping Factor (Beta) for Wind (Filled)0.0000Seismic Design CodeUBC 94UBC Seismic Zone (1=1,2=2a,3=2b,4=3,5=4)0.000UBC Importance Factor1.000UBC Soil TypeS1UBC Horizontal Force Factor3.000UBC Percent Seismic for Hydrotest0.000Design

11、 Nozzle for Des. Press. + St. HeadYConsider MAP New and Cold in Noz. DesignNConsider External Loads for Nozzle Des.YUse ASME VIII-1 Appendix 1-9NComplete Listing of Vessel Elements and Details:Element From NodeElement To NodeElement TypeDescriptionDistance FROM to TOInside DiameterElement ThicknessI

12、nternal Corrosion AllowanceNominal ThicknessExternal Corrosion AllowanceDesign Internal Pressure1020EllipticalLEFT HEAD50.000 mm.500.00 mm.10.000 mm.0.0000 mm.0.0000 mm.0.0000 mm.1.0000 N./sq.mm.Design Temperature Internal Pressure50 CDesign External Pressure0.0000 N./sq.mm.Design Temperature External PressureEffective