modelling portal frame haunch connection
hi how to model a haunch or any bolted connection using FE modelling with parametric modelling within Staad:i am interested in:modelling the bolts such that they only take tension and not compression....
View ArticleSTAAD foundation analysis report
I'm pretty new using staad foundation, and when I try to run an analysis for a mat foundation (I have followed the example in the tutorial to practice) I obtain a pop-up windows telling that : Analysis...
View ArticleRAM Foundation Overturning Moment with no applied moment
I am designing spread foundations in RAM Foundation. The building uses braced frames. Columns are pinned at the base. In RAM Foundation "Include Moments Due to Shear in Columns" is unchecked for all...
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Can I find the slenderness value in the concrete batch design mode (using ACI...
How to find similar values in batch concrete design? Please help me. Thanks in advance.
View ArticleError in Analysis
Dear all,I get errors after running the analysis and I can't solve it after several times of trying. The analysis keep showing that the wind load type is not defined yet and following lines contain...
View ArticleWhich axis to refer for manual design?
communities.bentley.com/.../2313.before-_2800_1_29005F00_Modified.stdDear all,After I have ran analysis in Staadpro, which axis's value should I refer for axial load, shear force and bending moment for...
View ArticleStaad.pro análisis
buenos días:quisiera que me apoyaran, quiero saber como mostrar el porcentaje en que un elemento está trabajando al momento de diseñarlo, por ejemplo que salga el valor donde diga que el elemento está...
View ArticleRam Elements Error with Wind Loads
I added roof wind loads as surface loads in the positive and negative Y axis and run the analysis and an error message of instability found for rigid offset K at member at DOF RZ. Is there a way to...
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STAAD STEEL DESIGN WORKFLOW
Hi everybody. I'm trying to use the Steel Design Module but STAAD report "This workflow is not available in this reléase". I'm using 21.00.01.12 versión.What I must do for use this workflow?. Thanks
View Articleseismic analysis of steel structure - reg
Sir/madam,Pls. find below the attached model details. It is four floor steel structure and columns are made of box type.Seismic analysis of the structure is carried out as per IS1893 & steel...
View ArticleMy 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....
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