designed steel qty with members in graphic mode
is there any plan to upgrade STAADPro with designed steel qty with members in graphic mode?
View ArticleLoad cases info with Column Design
When Column designs are not performed due to limiting % of reinforcement or when proper bar arrangement is possible, then governing Load cases are not shown.displaying governing Load Cases in these...
View ArticleSTAAD FOUNDATION ADVANCED
What is the latest Version of STAAD Advanced Foundation that is available for download?I understand that the V8i Upgrade to STAAD FDN stopped with Version 7.2. However, I understand that the Connect...
View ArticleRAM SS Eccentricity in Frame Module
Hello,I want to make sure I understand how RAM SS is analyzing my brace frame model with the eccentric lateral load. I understand that RAM automatically calculates the inherent torsion from the...
View ArticleSteel Design Print Report
Hi,I would like to ask if there's a way to print only the Steel Design. I notice that it's included in the output but is there a way to only print the Steel Design.I am using STAAD Connect Ed.Thank you.
View ArticleSELET MEMB problem regarding deflection
Good afternoon.I used DFF and SELECT command to check a serviceability as shown below.Also, I attached my .std file.communities.bentley.com/.../6064.warehouse_5F00_test.stdDEFINE ENVELOPE201 TO 276...
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how to get the loadings details in report????
I have got my report, but there is no loading details like dead load, Wind loads and all...In report settings i have added Loadings, but its not showing.... Wt to do????i want to see other load...
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section wizard
Hi all,Is it possible to add a new additional cross section to User provided table? I did new table with double profile , but I want to add new additional section. How can I add additional...
View ArticleLong Span Cantilever
communities.bentley.com/.../Cantilever-2019-_2D00_-Copy.stdHi, I am designing a long span cantilever beam, I just want to confirm that the bracing system if defined as truss functions as bracing...
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deferent design results for 1 model with Section Wizard
Hi all,I solve the simple frame with section wizard and I receive for the same model 2 different results.1. The double profile created by the Section Wizard (the perimeter beam) and internal beam as...
View ArticleSlab to wall connection error
Hi there,I am modeling a PT slab in RAM Concept. I am getting the error "Wall element below the slab is not connected to the slab" when I try to generate mesh. Can anyone let me know how to fix it?...
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Fixed But Support
Hi, II dont quite understand how to use KMX , KMY, KMZ to release some of the moments from a support. What is meant by the unit kn.m/deg. ?? How can I set a reasonable release for the attached STAAD...
View Articlemodeling a hole in a tank
Hello,I am trying to model a circle opening in my cone roof tank. I use surface mesh to mesh and create a circle hole. I get the error "invalid boundary polygon.(self-intersecting)" . I understand the...
View ArticleUpdated Guide for Subscription Entitlement Service (CONNECT Licensing)
I posted an updated Guide for Subscription Entitlement Service (formerly known as CONNECT Licensing) in our Files Gallery here.This includes updated screen grabs for the CONNECT Center, Subscription...
View ArticleRAM Connection CBB connection
Trying to find a connection type in RAM Connection that will closely match that shown in Example 5.2.4 of AISC Seismic Design Manual (Second Edition) for an OCBF connection with a full height welded...
View ArticleSection wizard upt table for IS801 code design
Dear Sir We have created upt table for cold formed custom Z purlin using section wizard. In staad design with IS-801 code check, this upt table is giving error, however same table is code checking with...
View ArticleSTAAD PRO SUPPORT DISPLCEMENT LOAD
GOOD MORNING,I HAVE TO SIMULATE WITH STAAD_PRO THE PROGRESSIVE LIFTING OF A FOUNDATION WITH JACKS. I HAVE THOUGHT TO USE ENFORCED SUPPORT AND ASSIGN SUPPORT DISPLACEMENTS.HOWEVER, THE INTERESTED NODES...
View ArticleHow to model shear walls in Staad.Pro CE?
Hai, How do I model shear wall in Staad.Pro? Parametric modelling is not working in modelling shear walls. Please share me some examples.Thank You.
View ArticleUserDialog in STAAD.Pro CONNECT Edition
Hi I am using STAAD.Pro CONNECT Edition (STAAD.Pro Advanced CONNECT Edition - Version 22.00.00.15)I am using UserDialog Feature and attempting to using DialogFunc event handler which is triggerred...
View Article"toe-to-toe" double channel section in RAM Connection
HI, How can I create a "front to front" (=toe-to-toe) double channel section in Ram Connection? It's a common built-up section in bracing.
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