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Truss analysis using EN 1993-1-1
hi,Currently i am working on a steel roof truss project of 18m span and 9m depth. the truss shape is as per sketch below. chord members and struts are back-to-back angle. diagonal ties are flat bars....
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RAM concept - Reinforcement plot
Hi,How do I show up plots of the required reinforcement? Not the bars themselves, but the "red diagrams" showing the required area of reinforcement. for example, as snapshot below:
View ArticleCustomize STAAD.Pro Connect ribbon?
Good day,Trying to get used to the new CONNECT interface. I was wondering if there's any way, maybe through macros or some other way, to customize or add to the ribbon in STAAD.Pro connect. There are...
View ArticleRAM Elements Masonry Wall Cracked Properties
When RAM Elements calculates the cracked moment of inertia for ACI 530-13 Strength Design does it account for partial grouting? When RAM Elements calculates the cracking moment what equation does it...
View ArticleFloor Loading in STAAD Space
I am analyzing a roof structure (y coordinates are all 0) for the reactions at the TOP of the columns. I am not considering the columns in the analysis, as I only care about the roof structure itself....
View ArticleSTAAD.Pro CONNECT Edition (21.00.00.57)
Dear StaffGreetingsI have several technical questions related to STAAD.Pro CONNECT Edition (21.00.00.57) I want to use it in my research work. I do not know it, I want to use it in different...
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deflection check
HELLO I HAVE A DEFLECTION CHECK PROBLEM. THE STRUCTURE IS FAILING DUE TO DEFLECTION.WHEN I CHECK THE SECTION DISPLACEMENT FOR ALL THE MEMBERS BETWEEN TWO DJ'S (DJ1 AND DJ2) IT IS ONLY 5.32MMWHICH IS...
View ArticleStaad.Pro V8i can use RAM Connection module with 360-10?
Hi, I have a question about the RAM Connection module into Staad.Pro.In this moment I have installed Staad.Pro V20.07.11.50 and RAM Connection Standalone V11.01.01.240. We needs to design connections...
View ArticleFill over Arch Live Load Distribution and Soil Structure Interaction
I have a reinforced concrete arch bridge that supports a roadway and fill. Is it possible to use solid soil elements and concrete elements for the arch to account for soil structure interaction. I do...
View Articleswitching off un-deformed shape
hi just a quick question, how to switch off un -deformed geometry from post -processing mode while viewing deflections. i think i have asked this before but struggling for some reasons.thanks.
View ArticleEnd Release or boundary condition
Hello -I'm designing a frame that includes stairs. Ive modeled the stringers as individual members with fixed reactions to the landings.It keeps reading an instability for rotation. I don't want to...
View ArticleSecondary beams are failing in RC designer
Most of my secondary beams are failing in RC designer...and some beams which are resting on one side on column and other on beam are shown as cantilever type in beams-summary section....can somebody...
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Pinned Column and Brace Still Causing Moment in Foundation
The model has multiple lateral brace frames that are pinned at the column-brace connection on the foundation level. In the frame module, the member force report shows no moment present in the braces or...
View Article**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.
respected sir, I am solving a simple supported beam of span 2m. Material = concrete. UDL of 10kN/m throughout the span (2m), but i am getting an error after running analysis.i am getting an error "...
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Error when performing a dynamic analysis of a foundation - STAAD Foundation...
Dear StaffGreeting.I am currently performing the dynamic analysis of a foundation for a Fan Boiler with the STAAD Foundation Advanced Connect Edition 8.3.After entering all the data at the end of the...
View ArticleMeshing issue
Hi Please see attached example model for industrial sized slab, with a big foot print but small foot prints for column stubs and equipment footings. I have few queries:1. how can i increase density of...
View ArticleStaad Foundation Advanced - Tower FDN Design (4 Pedestals on Combined Footing)
Hello,Please help me determine why my model is failing.I am designing a combined shallow footing for a four column tower in Staad Foundation Advanced V8.3.0.20 but I'm having some difficulty. The...
View ArticleTekla IFC to ISM to Staad
I am using Tekla 216i trying to Create ISM but not working. I Created IFC (Coordination 2.0) and imported that into ISM. Then I tried to import into Staad Pro CE but it is really weird.If I do Physical...
View ArticleRam connection
Hi,I'm using STaad pro V8i S6. How to edit/input the base plate details like size, thickness, bolt distanc eetc.. in RAm connection modulePrabhakar
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