RE: Design a composite beam with staad using the eurocodes (ec3) with the...
I cannot manage to import a steel beam (with a slab on top) from the section wizard into staad pro. It gives me errors when the Neutral Axis is in the slab . Can you attach an example model to show me...
View ArticleRE: Design a composite beam with staad using the eurocodes (ec3) with the...
The composite beam design in Staad.Pro only supports the American code. Their is some capabilities for design of composite members with the BS 5950:2000 and BS 5400 design codes. You should be able to...
View ArticleRE: Error inFLOOR LOAD CASES
Here are few suggestions: 1) Change the command CHECK STORY DRIFT to CHECK STORY DRIFT 1893 2) Change command DIA 11 TYPE RIG YR 33.6 33.8 JOINT XR 0 34 ZR 0 25 to command DIA 11 TYPE RIG YR 36.9 37.1...
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RE: Design a composite beam with staad using the eurocodes (ec3) with the...
I think the better way to achieve your request would be by creating a user provided Wide Flange section with a composite slab on top of it. You can find more details here:
View ArticleDesign a composite beam with staad using the eurocodes (ec3) with the wizard...
Dear Colleagues,I am trying to design a composite beam with staad using the eurocodes (ec3)From the discussion I can see that this is possible using the wizard option and then the user table specifying...
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RE: *WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 562 EQN.NO. 1892
You can also refer to the following post
View ArticleRE: *WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 562 EQN.NO. 1892
Please refer to the modified model attached in my earlier response.
View Article*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 562 EQN.NO. 1892
How to resolve this what does it mean please find the attached file[View:/cfs-file/__key/communityserver-discussions-components-files/5932/7723.Thermopad-final11-col--seismic-corrected.std:940:0]
View ArticleRE: utilizaion ratio
Please use the design parameter "RATIO" to have a control over the failure ratio. This value will act as the failure ratio.
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...
View ArticleRE: STAAD pro Text Editor
The STAAD input file (.std file) is a text file. You can edit it using any text editor - Notepad, Wordpad, Notepad++, etc. The input used in that file has to be in English.
View ArticleRE: Ram Elements - Moving Loads
Will STAAD(X) have moving loads when it ever comes out?
View ArticleWARNING:Section fails while detailing
WARNING:Section fails while detailinghow to resolve this
View ArticleRE: Stand pro Text Editor
Please follow the following discussion thread :communities.bentley.com/.../113472
View ArticleStand pro Text Editor
Does anybody knows which language is supported by stand in the text editor?I'd like to review file using Sublime text editor and i'd be nice to see which language fit bests in order to highlight commands.
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RE: joint weight load
You need to add a Seismic definition as shown and there you will get the option to add Joint Weight.You need to assign the joint weights to proper nodes.
View Articlejoint weight load
Dear Sir, First of all thank you.Please tell me how to make change in input file using stadd editor. I am also sending sample input file as underthis input file is designer so how i can applied load...
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