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About staad pro Warning Messages
Dear sirs:When I run a model analysis,it displays：WARNING- Load Command line is too long and will be truncated.I kown the meaning of the words.But after I add "-" ,the promblem still exists.How to...
View ArticleSeismic definition in staad doesn't work
Hi..I am using Staad version 22.00.00.15I am facing problem during applying seismic definition in staad CE i cant select any code because i couldn't see any option for seismic code in staad i tried to...
View ArticleCreating a Roller Support on top of Column
Hi!I am trying to model two columns supporting a truss using Staad pro connect v22, the first column will act as a roller support and will be released for moment in all axes and release for shear in...
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clear cover parameter in IS 456 2000 in staad CE
HI..IT is very strange i had applied clear cover size 50mm but in result it will saw 40mm in staad connect edition how to rectify this ?
View Articlesteel roof with concrete columns
Dear Sir,I make a steel roof structure supported by concrete columns. 1 side supports are pinned other side supports having a release to avoid temperature effect.When I run a staad model without...
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Parametric modelling
Hi,I am modelling an RC wall, with multiple openings in parametric design tab (as shown below). But I am having problems with STAAD Concrete Design which doesn't seem able to design reinforcement...
View ArticleRAM Frame Report Member Forces by Load Combination
Hi,How can I view/print Member Forces Envelope by Load Combinations rather than Load Cases? Thanks!Best
View ArticleWARNING AGAINST STABILITY
Dear Sir,I am designing a steel roof structure. It's fine but I,m getting some warnings, I don,t know how to remove them, can you please remove the warnings. communities.bentley.com/.../FEC-R1.stdStaad...
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Forces at ends of shear walls
In RAM Concepts I have a shear wall core and when looking at the mat forces it seems that the forces are concentrated at the ends of the wall and not distributing along the wall. This is causing my...
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WEAK AXIS SHEAR AISC DESIGN CHECK
When I get the steel design check for a beam (W10x49 e.g.) the report says AZZ = 7.466 and AYY = 3.393. The geometry of the W10x49 is d = 10.0", tw = 0.340", bf = 10.0" and tf = 0.560". AYY...
View ArticleHow to call STAAD.exe in Matlab
Hi, I usually use this command to run STAAD models. I use it in a loop, so in each loop std.std is a different model. That's handy.dos('C:\SProV8i\STAAD\SProStaad\SProStaad.exe /s std.std');But with...
View Articlethis is dynamic analysis contain one error please rectify above line contain...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 1-Sept-2018END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 -0.28 0 10.74; 2 3.65 0 10.74; 3 7 0 10.74; 4 -0.28 0 5.49; 5 3.65 0 5.49;6 7 0...
View ArticleIssues with pattern loading in RAM Concept
I have a model that I want to establish pattern live loading. In the "Loading" criteria the on-pattern factor is set to 1 and the off-pattern factor is set to 0. I drew multiple load patterns and used...
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CS Cross section Trimming for Mat Footing/ RF Placement
For a mat foundation 5 feet deep, would making Cross Section Trimming to none for this option be accurate when modeling. I want to apply a distributed RF along the top and bottom of footing at a...
View ArticleHow many member groups can I create?
Hello everyone,How many member groups can I create? I created 220 member groups and when I run the model the following error appears: "no groups permitted in subsequent group definition".Thanks in...
View ArticleSplitting Up Continuous Footing
I've got a concrete shear wall building with multiple wall thickness. Sometimes in the same line. My issue is trying to split up the continuous footing at each wall size change. It seems RAM wants me...
View ArticlePile Cap - Rebar Design
communities.bentley.com/.../Canopy-fdn.sfaHi,Attached a file which I'm using for designing pile cap in version 8.4.1.24. In which, flexure (rebar) design, doesn't seem to be well documented in...
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[CONNECT]-Can I Stretch multi Grips at one click in Ram concept
Is there any way in Ram Concept (like Trim) let me stretch Multi Grips for PT Tendons in one click instead of stretching one by oneThis is very difficult and takes very long time for Example in this...
View ArticleRAM Frame Beam Number / Column Number
Hi,In RAM Frame, it looks like Beam Number go by Globally, but Column Number go by floor level. So at every level there is a Column Number 1. Can Column Number go by globally too? Thanks!Best
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Main Menu Icons Issues
Hi everybodyThanks a lot for this great forum, it is very helpfulI use the program ragulary and from a few days ago and i do not why the icons in the main menu have changed as showed in the...
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