WARNING:Section fails while designing section: 0.0 mm & *** WARNING:LENGTH TO...
i'm getting this warning,please suggest solution for this problem...if possible give solutions for all warnings & errors in staad pro
View ArticleNodes do not display in RAM Elements
After installing the latest Windows 10 updates (Windows 10 Pro, version 1703) the nodes in RAM Elements no longer display. The members display and light up when selected. The node numbers display,...
View ArticleWind Load when Fireproofing is added in specification
Hi,I have a question regarding Wind definition if a member is defined with fireproofing in specification,When I calculated the value of intensity to be applied in the member, I noticed that the loads...
View ArticleRAM Structural System & RAM Concept reactions differing
Hi there, When I create a 3D model in ram structural system, apply loads, analyse and obtain transfer loads/reactions out of the RAM concept file (from within structural systems), the reactions values...
View Articlemodeling non-loadbearing masonry infill shear walls
When Column Design Forces for Columns adjacent to non-loadbearing masonry infill shear walls(material:'OTHERS') axial loads does not seem to be using Concept reactions and the adjacent to...
View ArticleRam Elements vs Risa 3D vs spMats
I'm trying to help another engineer in my office determine forces in some footings using Risa 3D. He isn't comfortable with the results and wanted me to do a comparison on a simple dummy model using...
View ArticleDesign help
Please help me ASAP,I couldn't assign self weight to my model..the ASSIGN option can't be accessed, what can I do?
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URGENT!!! PLS HELP REGARDING CONNECTION MODELING
PLS HELP IIM TRYING TO MODEL A CHANNE SUPPORT ABOVE A STEEL STRUCTURE AS SHOWN.MY PROBLEM IS HOW TO ASSIGN 202 204 218 & 215 AS A CONNECTION TO THE BELOW BEAM.BY THE TO BEAMS ARE CONNECTED USING...
View ArticleAutomatic offset to column face
Dear Moderator,Is it possible STAAD to automatically recognize column surface in order to avoid number input for the offset command?Regards,
View ArticleSlz and sly parameters in STAAD per ACI 318-11
What is the correct procedure to include sway effects using slz and sly parameters in STAAD as per ACI 318-11 code. Should this parameter be used to assign the factored load combination giving maximum...
View ArticleChange reference point with affecting beta angles
I'm trying to change the reference point for all of my beam elements so the start and end nodes are all commonly oriented. I would like to do this without the rotations of my members (beta angles). Can...
View ArticleSTAAD Offshore Error 1603
I'm trying to reload STAAD and STAAD Offshore after a clean up of my hard drive. The latest version of STAAD installs fine (stpst20071190en) but I get the following error with STAAD Offshore:"Bentley...
View ArticleERROR: DATA SHOULD FOLLOW AFTER CONSTANT COMMAND AND NOT ANY OTHER TYPE OF...
Hola. Estoy teniendo problemas con mi modelado de hormigón armado. Cuando me encontré con mi análisis y este error se acerca "mensaje de error:. Los datos deben seguir después de control permanentes y...
View ArticleSir! I'm getting an error msg like this please help me solve this out. Above...
Please anyone help me solve ths error..
View Articlestaad beava not working
dear siri am trying to study the slab (in attach model ) to carry vehicular load by staad beava, but always STAAD give me this Message: "influence surface results are missing or invalid"then...
View ArticleLoad List or Load Envelope is not working in select series 6
Dear sir/Madam,I am working on latest select series staad, in that load list or load envelope is not working. If i give load list or envelope or both, it is not designing for the same. It is designing...
View ArticleSettings problem
HelloFirstly, thank you Mr Sye, the problem regards assigning sled weight has been solved.Another question is that.My results on the post processing gives me results like 7.56e+007 kip-in while on the...
View ArticleSettings problem
Another thing I've encountered is that my reinforcement for concrete did not show in the property log after double clicking on the beam,also the option to click for concrete design was missing after...
View ArticleHow to interpret the result from a plate design from staad and find required...
Please find the attached file for a underground water tank. As per analysis can anyone help me whether the modeling is correct and mainly how to interpret the results from staad to reinforcements.If...
View ArticleDeflected shape export to DXF
Hi,is it possible to export deflected shape of structure to DXF, since STAAD has coordinates of deflected structure joints?Regards,
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