RE: my staad pro not working.
You can go through the following post--communities.bentley.com/.../7406.trialvalid-license-was-not-found-message-still-appears-even-when-licenses-are-available If the problem still exists, as suggested...
View ArticleRE: staad foundation
If you provide the infill soil depth, program will consider that soil weight applied on the foundation.
View ArticleRE: ***NOTE: MASSES DEFINED UNDER LOAD# 30 WILL FORM
You can go through the following post--communities.bentley.com/.../271058
View ArticleRE: OpenSTAAD 1.0 Type Library
If you use application object functions, it is necessary to open the STAAD.Pro application first and then run your code. Else there will be a Activex error. wither you can open the relevant STAAD file...
View ArticleOpenSTAAD 1.0 Type Library
In the StaadPro V8i SS6, I can not find the "OpenSTAAD 1.0 Type Library" to add reference. There is only OpenSTAADUI. It causes my programme in VB.NET can not run the old code:Dim objOpenSTAAD As...
View ArticleRE: error in staad pro
This warning message is displayed when for a particular floor load, the load is not transferred to none of the enclosing panel members. You can add the following command "PRINT LOAD DATA" to check...
View Articleerror in staad pro
*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION. what does it mean? when i am checking loads all the floor loads are showing assigned.
View ArticleRE: **ERROR** JOINT NO. 0 NOT CONNECTED OR DUPLICATED.
Under the joint coordinates block of input, change all instances ofREPEAT 0 0 0toREPEAT ALL 0 0 0Also, change the full releases to partial releases. So, commands likeSTART MZ MY MXshould be changed...
View ArticleRE: **WARNING- ZERO SPECTRAL ACCELERATION ENTERED FOR MODE 1
I found the mistakes. I released the freedoms of members for the main frames, so the whole building was acting as a mechanism. That's why I got huge fundemental periods. I was also setting the loads to...
View Article**WARNING- ZERO SPECTRAL ACCELERATION ENTERED FOR MODE 1
Hello, allThank you for providing me help with my queries.One last query.I am trying to set response spectrum analysis in order to analyse my structure but whatever I do, the analysis does not takes...
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RE: Differential Result in STAAD version.
I have analyzed your model in STAAD.Pro SS5 (build 20.07.10.66) and SS6(build 11.45). The Mz diagram that is displayed for load combination 18 in both the version is --You have not mentioned any member...
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Differential Result in STAAD version.
STAAD SS5- 20.07.10.64 & STAAD SS6- 20.07.11.45design Code : IS800 : 2007analyzing the same file in these two version show different Bending moment results. the sections is passes in SS6 and Fails...
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RE: utilizaion ratio
If you look at the post-processing > beam unity check table, you can find that there are three ratio mentioned as shown in the following figure--The actual ratio is the ratio of actual critical...
View Articleutilizaion ratio
i want to know that is there any limit in which the utilization ratio must lie.orit should be just less than 1. whether we can keep it 0.99 for all the beams.also please tell me, does the utilization...
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Varying Analysis result for beams
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/SERVANT.std:940:0]I analysed a simple building and found different analysis results. In the out- put viewer the midspan result is...
View ArticleBuilt up section design
Hi everyone 1-Can we get the welding fillet size of built up tapered i - members using staad pro ?(i mean the size of the fillet between the web and the two flanges ) 2-If not how can we...
View ArticleBeam warning when designing all
I am receiving the following warning: Beam 49 on ninth fl. cannot fits enough studs for 25.0% composite actions(0.0%).How can I fits this warning?
View ArticleRAM CONNCEPT: MODULE OF CONCRETE
In Ram, How module of concrete is calculated with EC2? i see they are calculated follow method: E = 20+0.2*fcu, when it is different in code BS EN1992-1-1 2004.Ex: C30/37. In Ram, E = 27.5 MPa, but in...
View ArticleRAM Concept & Revit
Hi,Is there currently a way to export a floor plate from Revit for analysis in RAM Concept. Bi-directional links? Thanks
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