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Error Message
Hi,What causes unknown envelope type error as shown below? It is my understanding that the envelope name can be any single word (without space) of the user choice. Thanks and regards,Kamal
View ArticleHow can i transfer the end member forces from local axis to it's global axis...
How can i transfer the end member forces from its local axis to its global axis? the local axis is also inclined at some random angle to its global axis and i have around 2000 member so it will be...
View ArticleSTAAD PRO ERROR MESSEGE
I AM DOING THE ANALYSIS BT IT IS SHOWING THE ERROR '*** STAAD.Pro ERROR MESSAGE ***'
View Articlehow can i model and design overhead water tank in staad? if possible than...
Your suggestion is valuable for me.
View ArticleFAILURE IN OLD VERSION OD STADD
Hello friends,I'm using advanced STADD.pro connect version. There is no sign of failure of any member of the model in this edition and when the same model is imported in STADD.pro V8i (series 6) it...
View Articleclarification on wind load in STAAD PRO
https://www.youtube.com/watch?v=Vvf4C3ly3tkThe above link explains how to define a wind load using wind definition. I have 2 comments/inquiries about it:1) @ 5:12, the input was L=75 ft and B = 90 ft...
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Some times STAAD has stoped working
During analyse the Dynamic result in postprocessing mode STAAD has stoped working so what is the solution. Please suggest..Thank You.
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fatal error...
Hello friends.well its actually programming error I,m getting each time when I start STADD.ProI'm attaching the screenshots of messages that showing kind of error.Anybody has solution, please answer.
View ArticleRAM Structural System Help Needed
I'd love to be able to actually contact a person, rather than posting about it in a forum.
View ArticleViewing Critical Truck Position in STAAD Pro Connect Bridge Deck Workflow
For the STAAD Pro Connect edition, is there a way to see the critical truck positions for different influence line criteria directly in the bridge deck workflow, as opposed to having to go back to the...
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ERROR IN EXPORTING FROM STAAD PRO TO RCDC
Please help me, whenever i try to import staad files to RCDC for detailing i get the following error shown below. how can i solve this problem? my projects are stuck.
View ArticleDynamic Analysis CQC Shear much less than 85%
I'm running a test STAAD model to practice performing a dynamic analysis of a 3 story concrete framed structure with concrete shear walls. The 1st and 2nd stories are modeled as rigid diaphragms while...
View ArticleDynamic Analysis sign convention
When performing a modal analysis you need to add factors for the seismic load (essentially I/R per ASCE 7) as well as factors for Dynamic Eccentricity (DEC) and Accidental Eccentricity (ECC). My...
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RAFT FOUNDATION DESIGN USING ELASTIC MAT(STAAD PRO SS6)
Hi all,I will be thankful if you can answer my question and give guidance in this regard.we are designing a raft foundation using staad pro SS6.we are assuming 1. We are designing this foundation for...
View ArticleAluminum Structures Design Code
Staad.Pro is not possible to check with recently ASD code?Do we have to still use ASD1994 only?
View Article**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.
Hi I went through the thread "How to design a non standard cold formed section in STAAD.Pro" and carried out an analysis by adding my npn-standard section in the section database. But the software...
View ArticleWARNING: For member# YYY the profile has been selected from HSS Rect/Round...
1. Please explain below warning:WARNING: For member# 306 the profile has been selected from HSS Rect/Round (non A1085)/Pipe tables of AISC database. Weld type is considered to be...
View Articlewarning,zero stiffner in direction how to resolve it....
communities.bentley.com/.../GM-OFFICE-BUILDING.pdf
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RAM Concrete Column Shear Bar utilization
I have a rectangular column with 8 bars, tied as such:When looking at the results, the 6 six shear bars in the major direction are utilized, but the 2 in the minor are not used - can you explain...
View ArticleOpenSTAAD Macro for Moving Nodes
I'm working with a larger STAAD model that was generated from a 3D model software. There are a lot of problems with beams being not being connected or aligned. I started to write a macro that would...
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