High Pressure with 24 Hr EPS
Hi I am running a scenario for a particular year with pattern, demand and the model include 4 pump and 4 tower. I have been getting very high pressure (psi's) and hydraulic grades (ft) when I am...
View Articlesymbol of member releases in staad GUI
Hi,I just like to ask if there is a way how to increase the visual symbol of member releases in the model of staad.thanks.
View ArticleLine Support vs Wall
I know that a line support is subdivided in point supports at plate element nodes, therefore we get point reactions at each node (single reaction at the end nodes and double reaction at each internal...
View ArticleSTEEL DESIGN
HI ALL,I HAVE A PROBLEM WITH THE GRID IN THE STRUCTURE THE MOMENT ALONG Z DIRECTION COMES OUT TO BE 8.60 FOR MEMBER NO 495 AND I CANT UNDERSTAND WHY PLEASE SUGGEST SOME SOLUTIONS AND PLEASE CORRECT ME...
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Design of complex connections
Hello all,For any of you that might be interested to know how you can design complex connections that are not covered by the codes, you are more than welcome to follow our webinar tomorrow for IDEA...
View ArticleCreating a Joint in RAM Connection at Master/Slave Location
Hi All,I am currently having difficulty creating a joint in RAM Connection between the top flange of a beam and a column.In my model they are connected via a Master/Slave but I think this maybe causing...
View ArticleCode Check in RAM Frame is crashing my file
When attempting to run code check of steel in RAM Frame module, RAM crashes. Computer prompts "RAMContainer MFC Application has stopped working"
View ArticleSteel design (Code check to AS4100) running very slowly
Staad Pro version: v8i SS6 20.07.11.90OS: Windows 7 64 bitProcessor: Intel Core i5-4310M CPU @ 2.70GHzRAM: 8 GBModel summary: physical member # 21Time taken (for code check ONLY): 55 minutesLOG file...
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How to add concentrated force on curve beam?
Dear sir,I want to add concentrated force on mid of curve beam, but the curve beam not support the operation. So I break the curve beam into two part, and add the force at the break node. But the...
View ArticleDifferent for assigning seismic weight?
What should be the procedure to assign seismic weight as reference load? What is the benefit of defining mass as seismic load and Joint weight as seismic load
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Instability in Solid Element
Question: I have analyzed my model in Staad.pro and observed that it displays the instability warnings.Answer: Since solid elements by their basic nature have no rotational degrees of freedom at their...
View ArticleLateral Torsional buckling Moment calculation as per Euro code
Dear Sir,The calculated buckling moment resistance in STAAD with C1=1 as per Euro code is less than the actual calculated buckling resistance and compared with Blue book capacity. Please find attached...
View ArticleAISC 2010 CB Implementation in Equation H1-2
In a recent model that I developed I found an issues with the program's reported unity ratios when using CB values and AISC 2010 design function. When you have an assigned CB>1.0 or the program...
View ArticleobjOpenSTAAD.Property.AssignBeamProperty Error
Hello all,I'm trying to assign material to the beams in STAAD through VBA using the OpenSTAAD library. However, when I try to assign the material to the beam through...
View ArticleRAM Concept "Status Plan" Failed 18.3.3 Error
I am using RAM Concept to design a basic rectangular PT elevated floor system. I have followed all of the tutorial videos for generating strips, distributed tendons, banded tendons, etc. I run the...
View ArticleRAM Data Access: Accessing forces from Ram Concrete instead of Ram Frame results
Hi,I'm using Ram SS v15.05, x64 on Windows 10. I'm writing a script using c# to output column forces for a ColumnStack. My current envisioned procedure is as follows:- Get the defined load cases from...
View ArticleStaad Pro shear and moment analysis
HiGood dayI have been using staad pro for one of my unit's subject this trimester. I've been doing well I think, as I tried to analyze and it showed 0 error and 0 warnings. However, as I was on the...
View ArticleSteel shear wall
Good Afternoon sirHow to design steel shear wall in staad? Can anyone guide me with the design process.
View ArticleDesign Parameters
Hi I am designing a ste(Please visit the site to view this file)el bridge. And I am completly new to the structural analysis. I have modeled a steel bridge. And Now I have to design and I am confused...
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No composite Action for rotated beams
Hi,I find out Ram seems doesn't consider composite action for beams with rotated orientation and I want to know how to include composite actions into my model. Anyone has this issue before?
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