RE: ERROR IN SOLVER
Response to Q-1. Buckling analysis can be performed in basic solver. Please refer to section 5.37.4-Buckling Analysis in Technical reference manual. Response to Q-2. As I mentioned earlier, we are...
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ERROR IN SOLVER
Hi,I have done one STAAD model using (SS6 version). Before refinement of meshing the no of plates created was (24000). During that time i am not getting any error. Buckling and stress analysis were...
View ArticleRE: Is it effective to use plates for designing slabs?
You may refer to the following wiki:communities.bentley.com/.../28044.load-path-consideration-in-staad-pro
View ArticleIs it effective to use plates for designing slabs?
Dear members,I want to discuss whether a 4-noded plate is sufficient to represent as a slab or proper meshing along with the supporting beams is required to distribute the load uniformly over the...
View ArticleRE: Steel Design Parameter
I do not see any such change. No matter what LY is specified, KL/r-minor remains same at 54.661 for no LY command, LY=3.5m and LY=5.0m . Thanks!!
View ArticleRange of Wind loads
I have provided all the configurations. But after all it is saying that my structure is not in the range of wind load.Attached is my Staad editor file. Please help me with this.STAAD SPACESTART JOB...
View ArticleRE: Limcon Bolt Strength
In AISC 360-10 table J3.2, for A490X bolts, Fnv is 579 MPa. It was 520 in the 2005 edition of the manual, however.Here's a reference regarding the 2010 changes:...
View ArticleSTAAD Pro design ERRORS
Hi Im working in a building design and when I try to run the analysis 8 errors, 3 warnings appearsHow can I remove them?STAAD SPACESTART JOB INFORMATIONENGINEER DATE 28-Mar-16END JOB INFORMATIONINPUT...
View ArticleRE: Steel Design Parameter
What is the version number for STAAD.Pro that you have ? ( It is the 20.07.xx.xx number that you can find from within Help > About STAAD.Pro ).
View ArticleRE: RAM Elements Concrete Wall Design Module - ACI 318 update
Not yet. It's one of several codes that still need to be updated in Ram Elements. We do have the newer code for beams and columns, just not for walls, as you noted. We will likely jump straight to the...
View ArticleRE: Steel Design Parameter
The version number is the culprit. I checked and found that there was an issue with the LY parameter not being recognized for the Canadian code in version 20.07.11.33. It has subsequently been...
View ArticleRE: Cant get mode shape properly
Thank you sir....If i want to calculate frequency and base shear by Response Specturm Analysis then how to do it.if possible sir can you give one example with my model...please sir....
View ArticleRE: Applying load at CG(Centre of Gravity)of a body.
It is actually a telescopic section modelled in plate elements. The telescopic section is the hollow vertical section within which the CG lies. As per your suggestion applying dummy members would...
View ArticleRE: Applying load at CG(Centre of Gravity)of a body.
I shall try this out and let you know. Thanks for your suggestion.
View ArticleRE: STAAD Pro design ERRORS
You have also added wind load in Windward X and Windward Z in the same load case 3. LOAD 3 LOADTYPE Wind TITLE WL WIND LOAD X 1 TYPE 1 XR 0 600 YR 0 600 ZR 0 600 WIND LOAD Z 1 TYPE 1 XR 0 400 YR 0 400...
View ArticleRE: Applying load at CG(Centre of Gravity)of a body.
You can model the dummy members with very low "E"and zero density. So, it won't effect the rigidity.
View ArticleApplying load at CG(Centre of Gravity)of a body.
I am having a problem in applying Load(Concentrated load) at the CG of the body in my STAAD model. CG location is done but the problem is applying that since the body is a hollow vertical tube section....
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