ERROR AT JOINT
Hello guys.I got this problem on a structure I am working on. STAAD keeps showing error on node ## Direction = Mx , My or FxI tried releasing the beams attached to the nod on the given direction but...
View Articleslotted holes in the member
dear allgood day.I have a questionthe structure which i am going to model it has slotted holes in some members,how can i make modeling for these holes ,thanks
View ArticleCHECK RESULTS CAREFULLY, LOADS MAY HAVE BEEN LOST *** ERROR *** ABOVE COMMAND...
i have analysed a structure and have got 1 error that says check results carefully loads may have been lost. please help me. i have attached my model as...
View ArticleRE: Error at Joint STAAD
I believe the same issue is discussed here: communities.bentley.com/.../128912
View ArticleError at Joint STAAD
Hello friends. I am trying to design a structure and I keep on stumbling on the same error over and over again. The analysis keeps showing Error at Joint on Direction = Mx/My/Fx/FzWhen I try to release...
View ArticleRE: CHECK RESULTS CAREFULLY, LOADS MAY HAVE BEEN LOST *** ERROR *** ABOVE...
Thank you very much. this helped me a lot.
View ArticleRE: High value for moment shows in result
High FY value is reported due to the temperature load (LC2). Some members in your structure are failing the strength check, not the deflection check. You can provide LY, LZ, UNT or UNB design...
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RE: slotted holes in the member
The only way to model such beams would be modeling using plate mesh.
View ArticleRE: RAM Connection Gusset Plate design issue
We got some confirmation from AISC that the initial 3" minimums refer to concrete cover and don't need to be enforced in the final checks since we are already checking that in the anchors section. We...
View ArticleRAM Connection Gusset Plate design issue
Hi I am trying to design a brace column connection with a base plate. I am using the smart gusset plate option to design in RAM connection. The frame was imported from a design that was completed in...
View ArticleStaad Foundation Advanced
Can someone please check for me?I amstill new to this software. The file ran the analysis but it did not give me the design reinforcement outputs.
View ArticleRE: Tension members in Staad
Gilbert : As of now, STAAD.Pro does not allow Tension/Compression members to be used in a DIRECT ANALYSIS. If TENSION/COMPRESSION is assigned, these attributes are turned off and the members are simply...
View ArticleRE: direct analysis with tension members
1. As part of your reference load R1, you have specified a member load as shown below 177 179 181 UNI GY -13.442 3.688 For a uniformly distributed load, the two parameters you specified, indicate the...
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RE: RAM SBeam v3.0
In the LRFD third edition, the phi factor for beam shear is 0.9 (see section F2). It's shown in the output report just in front of Vn in the Shear (ultimate) section. For flexure, Phi can be 0.9 or...
View ArticleRAM SBeam v3.0
Hello -My office still uses version 3.0 of RAM SBeam. When analyzing composite beams, I notice in the output that phi factor of 0.85 and 0.9 are used for flexure and shear, respectively. RAM SBeam v3.0...
View ArticleRE: Tension members in Staad
Just for future reference, a wiki is now created on the same topic atcommunities.bentley.com/.../31875.member-tensioncompression-with-direct-analysis
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