How do I fix Microstran "Error: Plane Frame Member 10, B node out of plane"
I'm working on a steel truss project, using Microstran modelling for grillage. I however cannot solve the following errors:Error: Plane Frame Member 10, A node out of planeError: Plane Frame Member 10,...
View Articlehow to release in steel structure
Hi everyone,I need a small suggestion, when I release my member, it is failing. Without any member release and with the parameters as below am getting the structure pass in less tonnage. can any one...
View ArticleInterpreting SHEAR WALL RESULTS- REGARDING
Dear sir/madam,I have modelled shear wall by using surface command.As per the previous suggestions, i took FY,FXY,MZ for the design calculations.My doubt is that,(Please visit the site to view this...
View ArticleBentley client Connection
Hi,I've been trying to sign in through Bentley Connection Client and it says "user failed to login". My password is correct as it's working for forum discussions.Please advise.
View ArticleSeismic force distribution in multiple coupled structure in staad in Response...
I have to model 2 structure together in same file with damper connection and do response spectrum analysis.However for 2 structures in model, the seismic force distribution is taking mass of two...
View ArticleRAM SS: Walls Offset from Column Centerlines
I'm creating a building model through importing geometry from AutoCAD and making modifications where needed. I'd like to develop for myself a procedure for the most effective way of doing this and...
View ArticleSTAAD.Pro (20.07.11.50) user custom settings.
Since updating to the latest version of STAAD.Pro (20.07.11.50) and Connection Client (10.00.04.21), I find that my user custom settings for STAAD.Pro revert to default settings each time I open the...
View ArticleSeismic Analysis of Boiler Support Structure - Find local structural...
I am performing a seismic analysis of a 15m steel tower structure, which supports a large boiler at a height of around 10m. I am currently using the IBC code input parameters (SDS, S1 etc.) where...
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design steel according to AISC 360-05 using effective length method
dear experts, I want to the right steps for design steel members using effective length method according to AISC 360-05 , according to code I used notional load equal as 0.003 from gravity loads and...
View ArticleView Node Coordinates in RSS
Is there any way I can view or inquire the coordinates of a certain node in RSS? Thanks.
View Articlestaad error saying member design failed for some members
Hiafter running analysis in STAAD SS6 showing error saying member design failed for following members.and all of these members are bracingsplease review my file and suggest for possible corrective...
View ArticleHow to control the deflection of the floors in the model.?
Actually i was trying to hang the 5 floor building but the deflection values are much higher.building is hanging by the steel rods which are connected to top beams resting on side columns.STAAD...
View Articlepop up is saying 'structure is locked by another program'
sir, when i go to run GEOMETRY>RUN STRUCTURE WIZARD and make a structure and it does not transfer to grid page. and a pop up come which shows 'structure is locked by another program', what should i do?
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STAAD.Pro Error message
Hello,What is the meaning of the attached error message? How to avoid this ? Please help.Thanks in advance.
View Articleregarding error ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds...
** SECTION IS NOT ADEQUATEWARNING:Reinforcement % exceeds maximum limitwhat should i do now i have already increased a col sectionfrom 300x610 to 380x760(Please visit the site to view this file)
View ArticleConvert Units in Existing Input file
Is there a way to convert the units of an existing input file (.std)? The model is finished and could be analysed correctly. I just want to convert the units from metric to imperial in the input file.
View ArticleBottom and top of column member forces do not match
I've built a 3 story RAM SS model with steel columns pinned at the base, and concrete piers (modeled as concrete columns) pinned at the top. When running a report on the member forces of each, the...
View ArticleRAM shortening restrain
Dear RAM team. Does RAM account somehow for the effect of restraint to floor shortening, due to columns or cores? (Refer to chapter 3.3 of TR43)Thanks a lot. Best regards,
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Errors with ISM
Upon creating a new model from a repository I'm having some problems, and getting errors. My model looks good in the ISM viewer, but upon inmport to RAM, decks are missing and columns are too short....
View ArticleSS6 20.07.11.50 Modeling Material Use
A track 2 confirms that Fu and Fy are using default 36/58. Even though an Isotropic Material is assigned to the members assigning other Fy and Fu values. Please confirm Code Check requires an Fu and Fy...
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