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RE: Model Handling
After selecting failed members by using Select > By Specification > All Failed Beams you can Right Click on the screen >> New View >> OK. Hope this will helps you.Thank you.
View ArticleModel Handling
Good Day,So currently I have a STAAD Model I've been working on.After analysis, it results to about 160+ failing members and the advise by our Lead Engr is to up-size those members.Before I do...
View ArticleRE: Bentley Service Request 7000457839
I have already replied on this SR. Request you to communicate on the SR.
View ArticleBentley Service Request 7000457839
i sent service tickets about staad pro from 13 days agoand no one contacted or reply to me yet!!!is it acceptable?.
View ArticleManual lateral Loading in Ram Structural System
Hi guys,Is it possible assign manual lateral loading in Ram Structural System(Ram Frame), like wind load for irregular shape building. At the same time can apply automatic load combination together...
View ArticleRE: Ram Frame Freezing
That fixed the issue for some reason I had to make the offset 10" to account for the size of my walls the opening was framing into but its running perfect now. Thank you very much for your time!
View ArticleRE: ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit
Hi Revathy, The columns which are failing, can you please apply a Beta angle of 90 deg to those. Select the whole column - from ground to the roof, and apply Beta to all the analytical members...
View Article** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit
Hello,I am facing the same problem as some other members in this forum :- ** SECTION IS NOT ADEQUATE WARNING:Reinforcement % exceeds maximum limit.My model is just a residential building-g+1 with...
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
ELEMENT PLANE STRESS specification means that the plate can carry in plane stress only and no out of plane bending or shear. This is used for membrane type elements. IGNORE STIFFNESS on the other hand...
View ArticleRE: What would be the effects Warp Plates in STAAD analysis?
The automatic stiffness correction was introduced in SS5 20.07.10.64 to improve the stiffness for the quad plates which are non-flat but some issues were observed later due to which it was taken out in...
View ArticleRE: What would be the effects Warp Plates in STAAD analysis?
I appreciate the time spent to somehow answer my post. But technically, I don't see any response to my post. What I am looking is that the effects of this analysis in my design. Would there be such an...
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What would be the effects Warp Plates in STAAD analysis?
Good day to All (especially the STAAD developers/engineers)I would like to solicit your opinion and perhaps be able to clearly understand my the question that would be of the subject title above.I have...
View ArticleRE: STORY DRIFT
Sye, I just need some clarification with regards to this drift calculation. Do correct me if I am wrong but I think STAAD provides the drift that correspond to such lateral force or load but with this...
View ArticleRE: Fillet Welding Plates to Beam Webs
The fillet weld will connect the plate to the web of the W shape. That connection in the analysis model is already established by the fact that your beam and plate is sharing a common node. If you are...
View ArticleFillet Welding Plates to Beam Webs
Hello,I am trying to fillet weld plates to Wshape webs. I have attached my model for reference. Can this direct weld be done through STAAD? I am not able to assign connections or use RAM connections...
View ArticleRE: STORY DRIFT
You are correct. The Cd/I factor is not automatically applied. However this is what you can do. Use the PRINT STORY DRIFT f command where "f" represents your allowable drift factor. Instead of...
View ArticleRE: why cant i download staad on mac???
Hi Muge, Please see the support communities link for why Staad does not support MAC. communities.bentley.com/.../17426.does-staad-pro-run-on-mac-os Regards, Abhishek
View Articlewhy cant i download staad on mac???
I tried to download staad.pro (32bit) on student server for my school project but it says that its not supported for mac osx. why?
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RE: STORY DRIFT
So Let me have this clear out.Please see file belowThe L/40 would be the allowable drift. As defined by the code, it is the maximum inelastic diplacement. And the items tabulated are the elastic...
View ArticleSTORY DRIFT
Is there any provision in Staad pro to know the story drift for each mode in dynamic analysis of the model. If yes, then how?
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