RE: Result error in Staad 20.07.11.50
Yes we did find an issue with design of Tee sections which was resulting in underestimation of it's capacity. That has been rectified in version 20.07.11.70. I would suggest that you download the...
View ArticleResult error in Staad 20.07.11.50
I am analyzing a small equipment platform using Staad build 20.07.11.50. I have built in T-section that fails and I am wondering why it failed. I tried running it in an old version of Staad build...
View ArticleRE: Conventional steel Bldg Design
Partial moment connections may be uneconomical from fabrication standpoint but it leverages the ability of all connections to resist some amount of moment and may actually help in reducing beam sizes....
View ArticleRE: How Staad Pro. can do the construction stage analysis?
Sye, It's clear. Thank you very much for your answer. Kasiphon
View ArticleRE: Extract different stresses from staad post processing menu
Please clarify my doubts any expert. Thanking you all, Best regards.
View ArticleRE: Extract different stresses from staad post processing menu
During the analysis phase, Staad considers any member as an uniform homogeneous entity. It does not consider that across its section, few of its portion is of steel and rest of them composed of...
View ArticleRE: How Staad Pro. can do the construction stage analysis?
Pisit. I beleive what you are looking for we consider as Geometric Non-linear Analysis (GNL) which we have avaialble with the Advanced solver. This method of analysis adds the load in a number of...
View ArticleRE: Error during cable analysis
Please attach the mentioned STAAD.Pro model for the investigation.
View ArticleMember Release
Hi All,I am designing a Multistory RCC Building for Bus Depot. I have a dought regarding Member (Beam) RelesesHow would I decide what releases has to be given at Start or End position of Beam for the...
View Articleshear wall design
Dear Team, My PG project is to do a shear wall design of a G+7 commercial building which has 8 shear wall. The shear walls should not have a beam on top of every floor as it is...
View ArticleNecessity of meshing
Dear Team, Is it mandatory to mesh the slab and the shear wall . cant we run the program without meshing will it give any wrong results. please explain. are the values going...
View ArticleRE: Error during cable analysis
STAAD SPACE START JOB INFORMATION ENGINEER DATE 13-Aug-16 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET KIP JOINT COORDINATES 1 0 0 0; 2 0 25 0; 3 37.5 28.75 0; 4 75 0 0; 5 75 25 0; 6 18.75 26.875 0; 7...
View ArticleError during cable analysis
Hello Sir,I am designing steel frame building using ASD method but during analysis staad is giving me the error " Each load combination must be followed by perfom cable analysis then change"....
View ArticleRE: RAM Steel Gravity Design - Custom Combos
We have determined how we will implement this feature in the program, but we haven't yet been able to do the actual programming because of other priorities. Recently we have been receiving more...
View ArticleRAM Steel Gravity Design - Custom Combos
Does anybody know how to create custom load combinations for gravity design in the RAM Beam Design module. For eg. if I choose AISC 360-05, RAM designs the beams for 2 default combos: 1.4DL and...
View ArticleRE: Function Option "Spectrum" in to define time history load
Fiona, You can find details about this spectrum input in section 5.31.4 of the technical reference manual. A sample input is also provided using the spectrum option at the same place. However I don't...
View ArticleRE: Conventional steel Bldg Design
Thank you very much Mr. Sye ! you are right, thank you for your time and help for beginners like me....
View ArticleWhy can't watch replay of Webinar video recently held titled Accuracy,...
Hello!Can someone help me with this problem about webinar videos cant seem to watch replay.They posted wiki on Bentley communities about the webinar and provide link but wont workbut just a message...
View ArticleRE: RAM DataAccess: user specified sizes for lateral beams and columns?
Hi Eric, Sorry for re-opening this thread, but I've been encountering the same problem as Fritz. I'm trying to add concrete beams via IBeamLayout, then assigning them a concrete property via the IBeam...
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