• 14. Does AutoPIPE perform calculations per ASME B31.3 chapter IX and appendix K

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Code Calculations Date Logged & Current Version Jan 2020 12.02.00.14 Problem: Does AutoPIPE perform calculations per ASME B31.3 chapter IX and appendix…
    • 11 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 46. What methods are used to calculate the K factor from ASME VIII Div 1, appendix EE for use in a Pressure Vessel designed in AutoPIPE Vessel?

    Mike Dattilio
    Mike Dattilio
    Answer: Given the vessel is 6040mm dia with a wall thickness = 20mm and Limpet / Half pipe coli with a pitch of 150 mm and 40 mm radius. Referencing, ASME VIII Div 1, appendix EE, figure EE-2 (DN80), the K factor would be read, but parameter D is…
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Buckling Problem - Cannot decide what effective length factor (K) values to input to my model, can you help?

    Alperen Koçak
    Alperen Koçak
    I'm working on a 4 columned structural mast and I made a model of it on Sap2000. And Sap2000 gave me great amounts of K factor values, such as 5,7~8,0 That sounds creepy! This tower has 4 columns and spacing is about 2m x 1.2m between. Software doesn…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pipe and Duct fittings - K values

    Shane Regan
    Shane Regan
    Product(s): Hevacomp Mechanical Designer Version(s): V8i Environment: N/A Area: Netsys Subarea: N/A Overview K values for fittings are considered when pressure drop per meter is calculated…
    • over 7 years ago
    • Hevacomp
    • Hevacomp Wiki
  • How Infiltration is calculated when using the "Infiltration Head / Depth" method

    Jesse Dringoli
    Jesse Dringoli
    Product(s): PondPack Version(s): Varies Environment: N\A Area: Calculations When a pond's infiltration method is set to "Infiltration Head / Depth", two fields need to be entered. The Infiltration per…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • RE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN IN A STRUCTURE OF STEEL

    Sye
    Sye
    A couple of points. If you are using the AISC 360-10 then you should use the DIRECT ANALYSIS which is the analysis method which is most generic and applicable for all structures. Another great advantage of using DIRECT ANALYSIS is that you can use K=1…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Accounting for K in column design as per ACI 318

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Concrete Design Solutions Subarea: American Concrete Design Original Author: Sye Chakraborty…
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki