RAMSS column coordinates
Hello,Is there an easy way to get the RAMSS column assigned number and its X-Y coordinates? Thanks!
View ArticleDear How I can design my columns against lateral load (Earth Quick) in Staad...
Dear How I can design my concrete columns against lateral load (Earth Quick) in Staad Pro V8i SS6?G+7 Floors concrete building and I have more horizontal displacement. I provided shear wall but not...
View ArticleSTAAD Pro Connected Edition feed back. Please Bentley make a survey to this...
I have used STAAD Pro V8i for 4 years in every day in my work. With SS6 the most of menu icon are place in top or left screen.I can access to command by move mouse over and single click. It's very easy...
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WARRNING IN OUTPUT FILE "WARNING- One or more lines are too long and will be...
Please check attached snap.How to remove this warranting.
View ArticleHow can i use the RAM SS Concrete wall design to verify wall tension cracking?
How can i use the RAM SS Concrete wall design to verify wall cracking?Which stress contour, S22, Smax, etc., should be used to compare with the concrete tensile stress capacity to see if the wall is...
View ArticleJapanese Language in RAM Connection
I am using RAM Connection v11 Update 2 (11.02.00.13).I noticed in the Configuration Settings that I am allowed to change the language to English, Spanish, or Chinese. I am currently working on a...
View Article***WARNING - INSTABILITY AT JOINT 125 DIRECTION = FX
***WARNING - INSTABILITY AT JOINT 125 DIRECTION = FXhow to rectify this in plate models
View ArticleImport RAM SS to Element: KL/r issues
I have created a very simple structural steel gravity model in RAM SS. When I import the full model to RAM Element, I have to play around with a few adjustments (materials, boundary conditions, etc.)....
View ArticleProblem in design of cold formed section as per IS Code
I am designing a small cold formed member structure with IS 801. Attached is the staad file. When I design it with the older version of staad i.e. staad pro v8i, all members are passing. Attached is...
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How to edit materials Properties in STAAD RCDC v6.1
Hi there, I using STAAD RCDC V6.1 and facing some problem. 1. I can not edit Material property less than C20 [ for ACI 318M-2011 ]. In my site, I'm getting concrete strength about 2500 psi = 17 Mpa....
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RAM Frame error - Wall node not found...
I have modeled a simple 6 storey concrete frame in RAM and i am getting an error when i go into RAM Frame (node not found on wall... on stoyey....) also does anyone know the reason for the shading...
View Articlestaad foundation_isolated footing design
hiI am a returning user of staad foundation and can someone advise why my attached design is failing. thanks.communities.bentley.com/.../test1_5F00_isolated-footing_5F00_.sfa
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RAM SS - shear force transfer
Hi, I have a 2 story building as shown below.1. How does RAM SS transfer shear from high roof to low roof?2. On second floor there is a big opening in the middle of building, does RAM SS still transfer...
View ArticleTo view the strip-based long term deflection for AS3600
Choose Layers > Rule Set Designs > Max Service Design > L.T. Deflection PlanIn the help manual showing that long-term deflection can be viewed from the above selection. However, in my model...
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Setting structure colour permanently
I am using staad version 20.07.10.41.Is there a way to preserve the structure colour based on group permanently after closing an instance of staad?In the picture above, I would like to view orange...
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Design of prismatic members per AISC
Sir,Is it not possible to design a prismatic member using AISC 335-89 or AISC-360?In the attached figure, the Grey color members are wire ropes and are specified as cable members. Staad does not design...
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Thermal Load
I am doing an analysis of structure which needed to check the effect of thermal change. According to individual loading results, thermal have now axial force effect to structure but additional bending...
View Articleanchored bars in RAM CONCEPT
HiCan someone clarify the 'anchored' bar end condition in RAM Concept. Does this simply mean that a standard hook, or L is insufficient, and a longer anchorage length needs to be defined, or doe sit...
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Parameter in Steel Design Briefs(BS5950 2000)
Hi everyone,I was wondering why is there two parameter where you can define steel strength?And also, when I select S355 from SGR, why does not the steel strength parameter(PY) change accordingly?
View ArticleConcept to Revit rebar mapping fail
I am testing importing rebar from Concept to Revit, and everything is working except bar size. The "rebar material" property in ISM is not mapping to the "primary bar - type" parameter in...
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