RE: Model manipulate in 3D view
You can use arrow keys on your keyboard to rotate the structure as well.
View ArticleModel manipulate in 3D view
Hello to all.I'm sorry if my question is too stupid but I can't manage with manipution of 3d model in Staad.There is "Rotation toolbar" and "orientation dialog", but is there any more simple method to...
View ArticleRE: Ram Elements Import from RAM SS
Very strange - I re-imported the file into RAM Elements and I did not have an issue this time. The drift loads look correct. I am on a different PC now so I will try it again on my home PC (which is...
View ArticleRE: Stair Seismic Design
I've set the scale factor for each orthogonal direction (I=1.5 either way, but different R based on deformability from ASCE 7-5 Ch 13). I've entered a site-specific response spectrum (handy little...
View ArticleRC Designer Staad.Pro
Hi everybody.I am using the RC designer of Staad.Pro. But I am having some problems, when I generate envelopes in the RC designer, the bending moments that the designer takes for design the...
View ArticleRE: Stair Seismic Design
You can't specific a node to be constrained to a rigid floor diaphragm and also provide nodal restraint at the same point in Ram Elements. You can take that node out of the diaphragm assignment (assign...
View ArticleStair Seismic Design
I've been asked to provide seismic calculations on some mezzanine stairs. I built a model of the stairs in RAM Elements, but have been having some issues trying to confirm that it is running the...
View ArticleRE: BS CODE STEEL DESIGN FRONT TO FRONT CHANNEL (BOX)_NOT DESIGNING
Design of Front to Front Channel is not implemented in STAAD.Pro for the BS 5950 code. You will either need to design it manually or consider defining the section as a user table tube section ( in that...
View ArticleBS CODE STEEL DESIGN FRONT TO FRONT CHANNEL (BOX)_NOT DESIGNING
Dear all, Please help me finding a solution for designing steel structure with front to front channel section as column. I am using staad v8i select series 1 (BS CODE)....
View ArticleRE: Plate elements in Staad.Pro
For most of the plate result output items like membrane stress, bending stress, shear stress, base pressure etc there is a Summary tab within the results table next to the appropriate items. Once you...
View ArticlePlate elements in Staad.Pro
Hi everybody.How can I see the envelopes of SLS and ULS combinations in the post-processing mode for plate elements?? (for example, base pressure and global moments)Thank you in advance.
View ArticleRE: BS CODE STEEL DESIGN FRONT TO FRONT CHANNEL (BOX)_NOT DESIGNING
Dear sir, Thank you for the help. Actually I use IS codes for design and more accustomed with it. I have performed many using box channel but that is in working stress method. Please suggest any code...
View ArticleRE: 1. please explain the input specifications for seismic analysis of a...
Would u please explain In spectrum analysis how do u determine the value of TOR X or TOR z values required in input
View Article1. please explain the input specifications for seismic analysis of a...
1 Please explain the input specifications for seismic analysis of R.c.C. frame using SRSS method and or CQC method.2. Up to what ratio of column length to width the staad will give the design results?...
View ArticleRE: OpenSTAAD - Function to get nodal loads for a specific load case
Can you not use the function Load.SetLoadActivebefore calling the functionsLoad.GetNodalLoadCount andLoad.GetNodalLoads
View ArticleRE: Unknown error after analysis
The answer is available atcommunities.bentley.com/.../2839.staad-pro-general-faq.aspx
View ArticleUnknown error after analysis
I have created a STAAD model file which consists of plates and beams. After running, a strange error is coming as - "S_UNCOMPRESS IREC,N 4633 300 subr errord j= 36 *** STAAD.Pro ERROR MESSAGE *** **...
View ArticleRE: OpenSTAAD - Function to get nodal loads for a specific load case
Thanks for the answer.In fact I already succeed to do what I wanted by doing what you mention.What mingled me is the help page on the Load.GetNodalLoads that says that the force arrays (FXArray,...
View ArticleOpenSTAAD - Function to get nodal loads for a specific load case
Hi,I am looking for an OpenSTAAD function that allow to get nodal loads for a specific load case. I know the function "Load.GetNodalLoads" but it is not very practical for use when we want the loads...
View ArticleRE: Error Staad I/O Syntax Error
Are you running this model from the network drive? If yes, try to copy the model to your local disk and analyze the model again.
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