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RAM Concept Load History Deflections - Eci
Hi there,When RAM Concept runs load history slab deflection calculation, does it use the initial elastic modulus Eci for initial stages or does it always use E?For example if I have a load history as...
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How do I bring up the "Results Setup" dialogue in STAAD.Pro CE?
Hi, Dear All,Please teach me how to bring up the "Results Setup" dialogue as in the attached picture. Thank you so much for the help.Thanks,Dong
View ArticleUSING REFERENCE LOAD AND SELF WEIGHT
Good day,I have a problem in my staad model. Model 1 result is lower than Model 2. For example in the reaction, Model 1 has lower value than Model 2. ThanksModel 11. REFERENCE LOAD: WITHOUT...
View ArticleRegarding openSTAAD
Hello,How to identify load combinations in envelope using openSTAAD. I need to make program for getting summaries for different envelopes in STAAD.
View Articleresponse spectrum analysis
i am getting very high time period.what might be errorSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 10-Feb-20END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 -2.1 16.78 3.1; 2 2.1 16.78...
View ArticleDeflection Check in RCC Beams.
Why RCDC v9.0(SACD) does not check for deflection for RCC Beams as per (Indian) IS Code??? OR How to Check for Deflection in RCC Beams in RCDC v9.0(SACD) as per (Indian) IS Code... Please explain ........
View ArticleFoundation Load Summary
Hi There,I'm facing an issue where I'm seeing very high negative roof live load reaction. I couldn't find a good explanation for it. So I tried changing the definition to un-reducible live load instead...
View ArticleRAM Elements Tilt-up Module - Post-installed Openings
Is there a way to evaluate post-installed openings in the RAM Elements tilt-up module? As in, can I add an opening in the wall and tell RAM Elements NOT to include additional opening reinforcement?
View Articlei have warning about instability, and i had already try to read the blog and...
i have warning about instability, and i had already try to read the blog and still couldnt find my answer on this foundation, can some one help?...
View Articledirect analysis or p delta
i had read the dialog and blog regarding direct analysis, however this is dynamic structure. can someone help me on this dynamic model?1. my direct analysis or p delta is not working2. do i need to use...
View Article"No deck assignment found inside slab boundary on Wall 1".
All, I started modeling a building with concrete walls, steel joists, and metal decking for the roof. When I am looking at the layout (2d) plan view the deck and joists show just fine. When I go to the...
View ArticleEtabs 2018 cannot be exported to Rcdc v9
Rcdc version 9 not recognizing etabs 2018. The format not in edb format.
View ArticlePlate Modelling
On plate modelling, how to model a plate resting and all around welded to another plate? They have different grade of materials and having a pull out force acting on the plate. Please refer to the...
View ArticleRaising a structure with cylinder
Forum, I need to raise my structure with two cylinders represented by beam nos 1441 and 1442. I have applied the requisite load on the structure. Please answer the following:1. How do I define my...
View ArticleBeam Member using the DUTCH ST250x12
Dear Sir,I encounter the problem when i want to use the ST250x12 analysis as my beam member but staad pro come out that the design property is not available.Thank you.
View Articlewhy is staad selecting me large steel section for me
Good day my fellow staad users. I am currently designing a steel portal on staad pro. i noticed that when i use the select command, it selects larger section than when i use my hand to design it...
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Error in Analysis, but no error in output
I'm using the latest update of STAAD.Pro CONNECT Edition (22.03.00.28)When I try to run the model, this happens:But when I check the output file, it is like this:After assessing the output file, the...
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STAAD FOUNDATION MOMENT CAPACITY CALCULATION
Hi technical Support,I do have a query with regards to the calculation of the Mat foundation moment capacity of member.On the provided calculation below by rigid analysis moment capacity by hand...
View ArticleTapered steel beam-Objective of keeping the (Depth of section at start node)...
Section 5.20.3 states that "f1 (Depth of section at start node) should always be greater than f3 (Depth of the section at end node)."I didn't find changes when changing the member incidence and keep...
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