Clik here to view.
RE: Assigning a natural frequency limits to composite beams (RAM steel)
When we have items in the criteria menu they always apply to the whole model. Only options under the Assign menu can be delegated to particular members.See this about FloorVibe: It sounds like you...
View ArticleAssigning a natural frequency limits to composite beams (RAM steel)
Hello, I have completed a model of an entire floor plate and in RAM Steel. I wish to change the design frequency for the composite beams to 4 Hz in some areas and 6 Hz in others. I cannot find any way...
View ArticleClik here to view.
RE: RAM FRAME Change unbraced length of brace member
Are you using an old version or design code? You can assign brace unbraced length in Ram Frame - Steel mode - using Assign - Braces - Unbraced Length... for most codes.
View ArticleRAM FRAME Change unbraced length of brace member
In RAM FRAME, I have a SCBF (cross brace). Cross Brace members are connected to each other at mid-point when they intersect so I want to set the unbraced length in strong axis to half of the total...
View ArticleRE: Display Intermediate Values of Member Actions Diagrams in Microstran
Yes, we have a common database of section and material properties (Structural Property Catalog) that we are working to expose through Bentley Cloud services so that it is easier to share section...
View ArticleRE: Excluding load cases from buckling analysis
Separating the load cases with the ANALYSIS and CHANGE commands is also another way. For example, if you haveLOAD 1SELF Y -1MEMBER LOAD10 TO 17 UNI GY -1.5LOAD 2JOINT LOAD36 27 FX 0.35PERFORM...
View ArticleRE: Area Load
The AREA LOAD command has been deprecated in favor of the ONEWAY LOAD or FLOOR LOAD commands, so I would suggest to always use ONEWAY LOAD or FLOOR LOAD commands to apply the pressure load of the area....
View ArticleArea Load
Any one can help me how to used area load in STAAD framings ? Can I apply the load perperdicular to the plane of the element ? How the load trasfer to the member ?
View ArticleRE: Exported profile properties
Do you mean that you assign the custom section to the members and once you modify the model that section is deleted from the model? That should not be happening. Which STAAD.Pro version are you using?...
View ArticleRE: Error in STAAD Pro Bridge Analysis
If you want to define a solid rod, the best option would be to go to Define -> Circle in the Property page. So use that option instead of Pipe with inner diameter of 0. The PERFORM ANALYSIS command...
View ArticleClik here to view.
Error in STAAD Pro Bridge Analysis
Hello,I keep getting the following error when I attempt my analysis:"ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."Is this because I defined my own tube sections? Or possibly...
View ArticleClik here to view.
RE: Exported profile properties
I am using STAAD V8i. here is the message once I edit the editor and back to the model
View ArticleRE: Pipelink not working from STAAD.Pro
Make sure that Bentley OpenSTAAD is installed on your machine. If it is not installed, you can find the installation file included in STAAD.Pro installer which can be unpacked using 7-zip.
View ArticlePipelink not working from STAAD.Pro
I had a new installation of Staad.Offshore (version 03.00.01.02), AutoPIPE (version 09.06.02.06) and Staad.Pro (version 20.07.10.66).I have my autopipe model imported into Staad.Pro and I was trying to...
View ArticleRE: Exported profile properties
What is the build number of STAAD.Pro? What message are you getting?
View ArticleRE: BUCKLING CHECK ANALYSIS-STAAD PRO
My query is for Mr. Raymond Curtis. When I input Set Star 0 in input file , buckling factor is drastically reduced and post analysis result shows too much of node diplcement say 3 meter or so. When I...
View ArticleClik here to view.
RE: Exported profile properties
You can find the build number by going to Help -> About SAAD.Pro. Please attach that STAAD.Pro model here if possible.
View ArticleClik here to view.