• RAM CONCEPT - Actual stress and Demand stress

    MUHAMMAD ZAFRI ZAINUDDIN
    MUHAMMAD ZAFRI ZAINUDDIN
    Hi everyone, I got a question regarding the stress in RAM Concept. Is the Demand stress = actual stress - capacity stress (section capacity) or Demand stress = Actual stress. Notes: Actual stress is stress in section due to loadings and PT action…
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How Strain is converted into Displacement (Purpose is to find the initial value)

    Nitharshan
    Nitharshan
    Hi all, This may be the basic question but need to know that. Question => Strain is the change in the dimension over the initial one , so it is provided as the percentage or fraction. In Plaxis stress will be derived from the induced strain and the…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Corner stresses and utilization ratio

    Magdalena Jozinovic
    Magdalena Jozinovic
    Hi, I have a question regarding utilization ratio and corner stresses in the model. I used stainless steel material with yielding point at 205 N/mm2. I also have stresses in the beam 28 of 204,518 N/mm2, and at the same time utilization ratio for…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Q. Flange calculation based on Gasket Seating note and ASME III Appendix XI - 2010 using AutoPIPE.

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Date Logged & Current Version Jan 2023 12.08.04.009 Problem: How does the note on AutoPIPE flange report affect the calculation of Flange stresses. Example…
    • 9 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 02. How to calculate Von Mises category combinations allowable using AutoPIPE?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Date Logged & Current Version Dec 2022 12.08.03.015 Problem: How to calculate Von Mises category combinations allowable using AutoPIPE? Solution: Open…
    • 10 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Stress Ribbon Bridge - Cable Compatibility

    MarcosBeier
    MarcosBeier
    Stress Ribbon Bridge The stress-ribbon bridge is the modern analogy to the rope bridge; tough, it's considered very desirably due to its quite attractive aesthetic. it's usually applied to pedestrian bridges, where the vertical forces are less demanding…
    • 8 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Multilinear Stress-Strain Curve

    Jeremy Gunawan
    Jeremy Gunawan
    Excuse Me, I'd like to ask a question For Collapse Analysis, when we define material properties for Multilinear Stress-Strain Curve, is it true strain or engineering strain that we should consider? Thanks in Advance.
    • over 1 year ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Von mises stress how it can be calculated and compared with staad pro values

    abdalhameed liswi
    abdalhameed liswi
    Hello dears, I used recently STAAD Pro for analyzing a steel plate, anyway as we know the result of Von mises stress to be compared with Fy of the steel plate, Von mises stress = 0.707 sqrt((smax-smin)^2+smax^2+smin^2) the result given is less than…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • q. Why is the Stress larger than allowable with no indication to the user while using AutoPIPE Vessel?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Report Date Logged & Current Version Sept 2022 42.04.00.092 Problem: See attached report page 14 there i s a total calculated stress of 433.99 Mpa bigger…
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Hoop stress

    OTTAP CP
    OTTAP CP
    Hello, I have some questions regarding the hoop stress calculation by AutoPIPE. I've tried to calculate the hoop stress myself compared to AutoPIPE Result. The result will be shown below. The hoop stress is 33.16 MPa according to ASME B31.4 code…
    • Answered
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Forum
  • 06. Results Summary combinations appear to be missing from AutoPIPE's output report, why?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Date Logged & Current Version Juky 2022 12.08.01.010 Problem: In this scenario, there are six load com bination cases: 1. GR+Max 2. Amb to T1 3. Amb…
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 09. How to calculate the Hoop stress and Hoop allowable for ASME B31.8?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: calculation Date Logged & Current Version July 2022 12.08.01.010 Problem: According to AutoPIPE help Stress Design pressure P = 6750psi Nominal outside…
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Beam Stress Table for individual stresses components

    Ulvi Rahmanli
    Ulvi Rahmanli
    I would like to extract beam axial, bending and shear force table. When I try Layout --> Beam Stress it presents corner stresses calculated based on combined stress components. However, this is NOT what I am looking for. I would like to obtain individual…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Why is my stress distribution graph so crazy?

    Johanna Schwarting
    Johanna Schwarting
    I don't know why its so crazy. I can't even see which members are the problem. I wondered if it was an easy fix?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Principal Stress check in RM Bridge

    Tran Nhu
    Tran Nhu
    Dear Mrs./Mr. In my calculation, I'm using RM-Set to plot SIGI principal stress of concrete box girder. As the results plotted, I observed that there is some elements (el. 124, 127, 157 & 160) has a confusing principal stress result, SIGI princ. stress…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • How to display vonmises and tresca stress in version 12

    Cameron Hale
    Cameron Hale
    How do you find and display the vonmises and tresca stress in version 12
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Forum
  • Metal stress-strain curve for non-linear analysis

    Arash Ranjbar
    Arash Ranjbar
    Hello, I tried to find the metal stress-strain curve used for non-linear analysis on Autopipe help, but I couldn't. Can you please share the curve ? Thanks Arash
    • Answered
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Forum
  • Stress in newly activated soil clusters - can it be manually increased?

    Dan Sandilands
    Dan Sandilands
    Hi, I am wanting to add newly activated soil clusters with higher initial stress than the surrounding soil, in a Plaxis 3d model. This is to simulate an increase in horizontal stress in a localised area of matrix soil due to stone column installation…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Stress leading results

    MarcosBeier
    MarcosBeier
    Stress leading results require some additional definitions in RM Bridge : As stresses are in general a post-processing calculation using internal forces or strains the cross-section has some Reference Sets where these reference points are created and…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • W97-213: Corroded thickness is required for sustained stress in B31.3... message in AutoPIPE

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE, Version(s): 2004, XM, & V8i Environment: N/A Area: warning message Original Author: Bentley Technical Support Group Problem…
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • What does it mean for 'N' and 'F' signs indicated in 'point name' column, as well as negative and positive signs in 'face' column in the report

    Lik Wei Tang
    Lik Wei Tang
    • Answered
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Forum
  • plaxis stress file

    Borana Kullolli
    Borana Kullolli
    I want to simulate a axially loaded pile (2d or 3d does not matter). Initially I want to apply only gravity. 1. I want extract a stress file (stress for every gauss point in every element). Is it possible? How do I extract it? 2. Modify the stresses externally…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Extracting stresses from Python

    Douglas Tun
    Douglas Tun
    Hi, I try to extract stress from the python. The extracted results are different from the plots. soilS1 = g_o.getresults(g_o.Phases[- 1 ], g_o.ResultTypes.Soil.SigmaTotal1, 'node' ) . or sd1 = g_o.getsingleresult(g_o.Phases[-1], g_o.ResultTypes…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • 01.h.02 - Detail explanation of the Code Compliance settings "Note" in the Analysis Summary section of AutoPIPE's output report

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): All Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version Feb. 2020 12.04.00.13 Problem: The following…
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 03. Why note "No operating loads analyzed..." appears after the CODE COMPLIANCE setting in the Analysis summary report of AutoPIPE?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Report Date Logged & Current Version Nov. 2020 12.04.00.13 Problem: Why note "No operating loads analyzed..." appears after the CODE COMPLIANCE setting…
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Wiki
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