A Warning In Staad Pro.
Hello Everyone,What is the meaning of this warning, ** WARNING-PROPERTY FOR MEMBER 42 DUPLICATED. LAST VALUE USED. 'thank you.
View ArticleA Warning in Staad Pro.
Hello Everyone,What is the meaning of this warning, ** WARNING - INACTIVE MEMBER SPECIFIED IN A TENSION/COMPRESSION ANALYSIS.Thank you.
View ArticleProblem with Turkish Seismic Load Generator
Hi There,I am dealing with a structure in Turkey which is a high seismic risk zone. So, using my lovely STAAD, I am applying the seismic forces using STAAD Turkish Load Generator. I got 2 concerns:1-...
View ArticleBeam End Reactions from RAM DatabaseAccess
Hi,I am trying to extract steel beam end reactions from RAM using VBA script. I want the unfactored Dead and Live reactions separately rather than the combined. I can only seem to achieve this using...
View ArticlePrint out of Loads from Load Combinations
I am working in STAAD.Pro V8i SS5 and need a print out or table of the load values from my Load Combinations. I can find the report generator section which tells me the loads applied for each basic...
View ArticleLimcon plate size availability in EC3. UK country
There is no 30thk plate in the UK country sections while using EC3 code.Can we add it in Library manager.
View ArticleDisplaying Max. MB, SF on the diagrams in a segmented multispan beam.
Hello Everyone,I have a multispan beam subjecting to vertical downward point load from secondary beams at specified intervals and a uniform force, and I created nodes along the entire span to connect...
View ArticleGeometry
Hai,By default STAADPRO is considering the node as the centre of the section size specified. Can we change that to our requirement. Say I am specifying a column size of 600mm, I want the section to be...
View ArticleClik here to view.
Circular Repeat
What is the use of this function maked in red oval in picture.Please explain it with example.....
View ArticleShear connections - Horizontal shear
In majority of the shear connections except (Column base pinned connection), we didn't find the input to provide horizontal shear in the load combinations.Would you please help me.
View ArticleDefine Design Parameters
Hello Everyone,Do we need to define all Design Parameters in the selected parameters list?Thank you.
View ArticleETABS Reactions to STAAD ADVANCED Foundation
Hi,I would like to ask you is it possible to import the reactions from ETABS to STAAD Advanced foundation ?
View ArticleDesign Calculations in Staad Pro.
Hello Everyone,Is it possible to see how did the staad designed members with detailed calculating procedure?
View ArticleDistance Angle Input in RAM Concept
Hello RAM Concept Gurus,I know in RAM Concept, when using a tool like the Move or Stretch Tools, there is the ability to move a point by first selecting it and then typing @X,Y. The "@X,Y" tells the...
View ArticleRam Steel Column Optimization
Having selected trial groups for column design I have found that the output optimises the column the bottom storey but then only uses that trial group for the rest of the column linee.g. I have trial...
View ArticleRAM Steel Column: Eurocode to UK NA? Steel Design Stress
Are there plans to include this as an option in the Criteria Steel Design Codes?Currently using the Eurocode the design fy for a 30mm thick flange section is fy=355N/mm2Under UK NA this would be...
View ArticleClik here to view.
Displaying Deflection in Staad Pro.
Hello Everyone,I have a beam defined with multiple intermediate nodes. Let say a beam which is 20 m long, is defined as 4 segments of 5 m each.Please tell me how do we view deflection value for the 20...
View Article