My staad file shows warnings like it has disconnected joints and it shows...
communities.bentley.com/.../edited-correct-staad-file-with-slab-design.std
View ArticleUnable to Generate Floor Load Properly. I tried to, But it doesn't apply on...
communities.bentley.com/.../Building2.stdI have attached the Staad File. Please Help !
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Staad pro. opcion desabilitada.
estoy evaluando esta estructura solo con el peso propio, pero la opción que esta encerrada en rojo en el LAYOUT, la opción de UTILIZATION no esta disponible, me podrían dar una solución.
View ArticleMS Tower - Adding Bolt Connection
Currently I am planning to add bolt connection to the lattice tower model that I had built. I have defined the bolt type to be used, however I do not know how I can apply the connection using specified...
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uery regarding Warning issued over Duplicate members
I have modeled a structure with many duplicate members but apart from each other with certain offset. For example, member 1125,1126 are duplicate of members 1186, 1185 respectively with an offset of...
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Issue with STAAD CONNECT Edition
Hello there,I am currently using STAAD Pro Connect edition. While, I was using V8i version of STAAD Pro, I could find 'dialogue box' as shown in snapshot below under Advanced slab design - Result -...
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RC Designer - Concrete Slab - Change of range of design moment
Hello there,I am using RC designer under concrete design in STAAD Pro connect edition. While, I am plotting design bending moment in it, I am not able to modify color and limits for different color. In...
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Corner vs central stresses in design of plated elements
Good day to all,I am designing plated element (Walls and Slabs). I have faced an issue when considering the maximum stresses of an element. In my model Corner stresses are always higher than the...
View ArticleProblem facing in designing Rectangular Doubly reinforced section Concrete...
I am facing problem in designing Rectangular Doubly reinforced section Concrete beam in ACI 318. Please let me know whether STAAD can carry out doubly reinforced beam design without interactive design...
View ArticleSHEAR WALL DESIGN
Hello,Please, I need assistance. I am designing shear walls as a core to support some number of stair flights.I always get a failure message of not being able to provide one-layer reinforcement....
View ArticleHow to input the AutoCAD file to Staad.If for small building I can able to...
I have attached my DXF out file. please sort out what's the error that I made in the file. Give suggestion to generate DXF out file without any error.communities.bentley.com/.../Final-plan.pdf
View ArticleHow can I visualise the difference between a fixed and enforced support in...
Visualise the difference between a fixed and enforced support I am unable to visualise the theoretical difference between the two supports in STAAD post processing mode for a sway frame with plate...
View ArticleRAM Elements Concrete Wall Module
Does the RAM Elements Concrete Wall Module take P-Delta effects into account?
View ArticlePre Engineered Building
If you are looking for Pre Engineered Building then find here Riddhima Building system Industry for the best quality of PEB's (Pre Engineered Building).
View ArticleMy staad file shows more warnings. suggest how to reduce warnings in my file.
My file shows more than 100 warnings. It shows section fails but already i have given heavier section.Please tell me how to do the design economically.I have attached my staad...
View ArticleHELP PLEASE - AMD processor issue
WHEN I USE RAM ELEMENTS, IT WORKS PERFECTLY TILL I HAVE TO PROCESS. THEN IT APPEARS "AMD PROCESATORS... TRY THE DIRECT SOLUCIONATOR" OR SOMETHING LIKE THAT. I KNOW MY LAPTOP USE AN AMD INSTEAD A CORE...
View ArticleRam Elements - Retaining wall module rebar
I have a masonry retaining wall. Can I specify the vertical reinforcement to be mid-depth instead of int vs ext?Thanks
View ArticleWhy RAM didn't check Canadian S16-14 Seismic Requirement of Chapter 27
I have generated wind and seismic load case, combination by using NBCC 2010.RAM showed all the combinations were there, but Report showed "Seismic Design Requirement of Chapter 27 are not checked"....
View ArticleCalculation of Utilization Ratio for Custom Member section properties
The problem I am having is that I have a crane rail which is basically a compound section which I have had to define as a user defined section and calculate the properties. When I use the method given...
View ArticleConcept to Revit Reinforcement Plan
I've attempted to transfer rebar ISM from Concept to Revit following the steps detailed in the hyperlink below. Everything works until I need to separate the top and bottom reinforcing to their...
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