John Drsek replied to this:

John Drsek asked a question in MicroStation Programming > MicroStation Programming Forum:

[.net CONNECT MS Update 17] find named boundary from drawing boundary callout?

really struggling here. i want to find a named boundary. I want to start from my sheet model and find all the drawing boundaries on the sheet model.

i start off by looping the elements in the sheet model and finding all the drawing boundary call out things...

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John Drsek in reply to Jan Šlegr

no change, but i tested it a couple more times since you said it was showing up for you.

and i have found if i get the savedviews from the session.instance.getactivedgnfile().getnamedViews() that it will finally work and i can get the NamedBoundarySav...
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John Drsek in reply to Jan Šlegr

Jan,

after i get the the target DrawingLinkProperties im not sure how to get the actual values. this is the target of ElementAnnationLinksRelatioship (which is the DrawingLinkProperties). you can see it says contains values is false.

when i try to get...
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Dennis Waterman suggested an answer to this:

G. G Liu asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:

How to calculate the safety factor of slope after earthquake?

I want to use strength reduction method to calculate the safety factor of slope after earthquake, but the safety calculation procedure is not allowed after dynamic calculation in PLAxis 2D software. May I ask how to solve this problem?

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Azhar Ali in reply to Dennis Waterman

Dear Dennis,

Thank You for your swift reply, but the Factor of Safety I am getting is slightly more during the phase of EarthQuake (1.272) than the Static case (1.260). Generally, This should not be the case. Can you please put some more light on this...
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Dennis Waterman in reply to Azhar Ali Suggested Answer

Why should the factor of safety after a dynamics calculation not be different from the factor of safety in the static case? It would make sense if they were different since the stress state is probably different.

With kind regards,

Dennis Waterman

vincent leong seng asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:

How to added elevation in result for 1D consolidation?

This is the result after run analysis...

So.. i found this elevation only..how to add other elevation such as i need to see the 2meter, 4 meter and 5.5 meter every filling of soil? There only show negatif value (height)...

jorge tapia replied to this:

jorge tapia asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:

EPS RESULTS

Hello, I have a problem with the EPS analysis, when I run the analysis in the program it shows me in the demand flow a curve that oscillates between two values, and not a curve assigned to the demand pattern, I don't know why it happens, does anyone know...

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Jesse Dringoli in reply to Scott Kampa

Also, when going to File > Save to Package, you can uncheck all the boxes such as the one to include output files. This will significantly reduce the size of the zip file. If the zipped .WTG and .WTG.SQLITE are still large, you might have a large number...
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jorge tapia in reply to Scott Kampa

The file is not that big but the page tells me this:

Lidija Belcikova edited this:

Laisvune Valackaite in iTwin Services > Synchronization Wiki:

Missing Data

Here you will find an explanation and best practices for solving Missing Data related synchronization errors.

Category: Missing Data

Missing data errors are a common issue in Synchronization. Understanding the missing data errors requires a knowledge of what...

Johannes Renner edited this:

Kaustubh Page in iTwin Services > Design Insights Wiki:

Power BI Data Connector

1. Introduction

This document outlines the steps required to setup iModel data connector for Power BI

2. Prerequisites 2.1. Power BI Desktop

You’ll need Power BI Desktop (free BI tool)

https://powerbi.microsoft.com/en-us/downloads/

2.2. Connector... Read more.

Ankit Kulkarni suggested an answer to this:

Ana Illescas asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:

Low pressures - WaterGEMS

Hi,

I'm modelling a network and I'm getting very low pressures on the rising main( from Tank 1 to Tank 2) I have 2 PS on the raising main, from the second pump to the end of the rising main( Tank) there is a huge elevation difference and the low pressures...

Ankit Kulkarni Suggested Answer

Hello Ana,

I tried working on your model and found that the nodes near the tanks are at nearly the same elevation as the water level in the tank. it will be difficult to get at least 1 bar pressure at this junction. If you check the pressure zone manager...
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***ERROR - A system error in calculation of interpolation weights

Product(s): SACS Version(s): 23.00 Area: Suction Bucket

Problem

SACS indicates the following error when I tried to create the spring in SACS:

Please advise how to rectify the errors.

Solution

This error is usually associated with a mismatch...

Matthias Heise suggested an answer to this:

Jared Kolinek asked a question in MicroStation > MicroStation Forum:

3D Shared Cells Edge display ignoring Display Style settings

I've been plugging along in this 3D model for months and just recently my shared cells started ignoring the Display Style settings. The edges are displaying as the color of the level they are associated with and not what the Display Style setting is set...

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Gabriel Balcells in reply to Carl Myhill

Hello Carl,

thank you for your answer. I may have explained it wrong.

In my previous post, in the last point "6: selected the newly placed cell and changed its color"

-> Changing the color is something I did voluntarily.

The issue is, that...
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Matthias Heise in reply to Gabriel Balcells Suggested Answer

Hi Gabriel,

It seems that I am looking for the same as you and the others in this post. Could you try to switch the setting in the edge display tool for meshes to "standard" on the right. Maybe this will help.

Regards

Matthias

Johannes Lerch edited this:

Sayanti Das in OpenBuildings | AECOsim | Speedikon > OpenBuildings | AECOsim | Speedikon Wiki (Deutsch):

Installation von OpenBuildings Designer - Deployment Image

Produkt(e): OpenBuildings Designer Version(en): CONNECT Edition Umgebung: N/A Produktbereich: Installation Produktunterbereich: N/A

Die Erstellung eines Deployment-Images bietet den Benutzern eine einheitliche Installation, die...

Johannes Lerch edited this:

Marc Thomas in OpenBuildings | AECOsim | Speedikon > OpenBuildings | AECOsim | Speedikon Wiki:

Installing OpenBuildings Designer from Deployment Image

Product(s): OpenBuildings Designer Version(s): CONNECT Edition Area: Installation Subarea: Deployment Image

Creating a Deployment Image offers users a consistent installation that can run without further interaction on multiple machines...

Muthu Raja earned the Ask A Question II achievement.

Muthu Raja asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:

culvert or drain design staad file needed

hi i am a civil engineer i am working at precast products company

i need culvert or drain design staad file anyone send me pls

sent method also, and i am usefull

Thnking ou

Nurfaiza Mat edited this:

Suction Bucket

This contains SACS wikis related to the SACS Suction Bucket program.

1. ***ERROR - A system error in calculation of interpolation weights

Kieth Requilme replied to this:

Kieth Requilme asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:

RC DESIGNER SLAB SUMMARY

Hi! I would like to ask about the RC designer. I am designing a slab and after clicking design, there are different labels in the column Min. Steel. Either the label would be Y, n and Fail. Can you explain what does Y, n, and Fail means?

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Modestas in reply to Kieth Requilme

RC Designer is available only in STAAD.Pro V8i, which is not supported anymore. You can still use it though, just we don't provide support to it.
Kieth Requilme in reply to Modestas

may I still know what's the meaning of Y and n? is it a yes or no? or Yes and Neutral? I really need this :((

wang jue 王 and 14 others earned the Ask A Question I achievement.

Jayanti Raha asked a question in RAM | STAAD | ADINA > RAM | STAAD Forum:

Staad Design

Hi, I have modelled anuural raft ring wall foundation for the cicular tank in staad pro using plate element. After analysis i want the design the foundation manually. Kindly help me to identify which staad output moment need to be use to calculate the...

Nurfaiza Mat suggested an answer to this:

Unable to separate roots in modes

I am doing Dynamic analysis for jacket to extract time period. After taking the run, I am getting warning as "UNABLE TO SEPERATE ROOTS IN MODES 52 AND 53" .

Could anyone please guide me to tackle this warning.

Nurfaiza Mat Suggested Answer

Hello Sanket,

Section 3.1 in SACS IV manual stated that:

When using a computer to perform a solution, there exists a finite number of digits that can be used to define any one number. During numerical procedures within the program, accuracy may be lost...
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Nikolas Souza asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:

box2hdf5

Dear Support,

I have created Lagrangian monitoring boxes in OpenFlows Flood in which I wish to be able to visualise. I observed that the file .LMB has been created successfully.

I found a procedure presented in prior MOHID platform that indicates the...

Nikolas Souza asked a question in Licensing, Cloud and Web Services > Licensing, Cloud and Web Services Forum:

Mistake

Dear Support,

This is a message for a forum. Unfortunately, I observed it to be in the wrong forum.

I couldn't erase it.

REgards