Why does STAAD Foundation Advanced Connect Edition v8.3.0.20 crash when...
communities.bentley.com/.../SFC_5F00_Mat_5F00_Try-4C.sfaWhen trying to add automatically generated load combinations to the Mat Job on a large foundation model, STAAD Foundation Advanced Connect...
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Plates Interfaces
Hello,I would like to know how it work the tool of plate interfaces, I already checked the manual of RAM Elements but is not too clear.The tool that I refer is the next:Thanks in advance.
View Articleload combinations
hi, I am new in staad. may I know how to choose load combinations? is there a right and wrong load combinations? what load combinations should you use for analyzing footing, or in rc design? thank you
View Articledrift check
hi guys I am new in staad,I made a simple 2 storey residential house, its members should be in simple sizes/dimensions but my model is not passing in drift check using simple dimension of members. any...
View ArticleLoad distortion after inserting node
Hello I'm trying to insert nodes as I already have my trapezoidal loads assigned to my beams and some loads gets distorted or even partially deleted.Please let me know if there is any way to avoid...
View Articlewhat type of MEP connections are suitable the rafter to resist Mp =1.1RyFy Z?
i have a steel tapered beam column i want to design the connection and be resisted to the Plastic moment according to the AISC 341 provision
View ArticleCorner Restraint in RC two-way slab per ACI 318-14, Sec 8.7.3
I am using RAM Concept to design a RC two-way slab per ACI 318-14. It has edge beams at the corner of the slab. Per ACI 318 sect. 8.7.3, I need corner restraint in slabs. Does Ram Concept design those...
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AISI 1996 - STAAD Pro
Hi,I am using staad pro first time for cold form steel design. I could not figure out how unity ratio is more than 1.5 for a particular member. see below scree shots and attached file.Design strength...
View ArticleMy staad file showing error as define input load command before...
communities.bentley.com/.../silmi-staad-seismic-error-file.std
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CIRCULAR SLOPE SLAB
I HAVE A G+3 CIRCULAR BUILDING OF 40 METER CLEAR SPAN DIAMETER. THE CIRCULAR SLAB OF THE THIRD FLOOR IS A SLOPED ONE, BUT NOW WHEN I AM TRYING TO ASSIGN THE LOAD BY GROUPING METHOD ITS NOT TAKING THE...
View ArticleNatural frequency calculation
I referred example 28 of American examples to calculate frequency. I gave cut off mode shape 100. In the output, I found that the frequency increases with each mode. I am confused which mode should be...
View ArticleStaad link ProStructures for rebar detailing
Hi All,In Bentley solution Staad RCDC is very powerfull tool to design and 2D detailing concrete elements. Anyone have idea and experience on link Staad Pro or RCDC to ProStructures ( rebar )? Please...
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Dynamic Analysis in MS Tower
Hi again, I have a question about modelling dynamic response factor in MS Tower for guyed masts using the zgust parameter. I did a dynamic analysis and found the first mode was 0.97Hz. As per AS1170...
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Testing batch mode column design vs RC interactive designer
In an effort to find a more efficient way in aggregating the output, I decided to give the RC interactive designer a try and compare it with the batch mode design results. Attached is a screenshot of...
View Article***WARNING: THE VALUE OF MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER...
Dear Sir,The members which are defined as truss also gives the warning of MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER THAN 1.4.But the code specifies the check as per 9.3.2.2 for combined bending...
View ArticleRadius of gyration of a taper section
Dear All,I am a tapered built-up section in Staad. I am wondering the way Staad calculates the radius of gyration of taper section. For a physical taper section, the radius of gyration should be...
View Articlemax moments and deflection
Good day, I am new in staad, can someone help me with my question?my question is how to get the maximum moments and deflection of each beams in staad? what load cases to be consider? I am planning to...
View Articlezgust in MS Tower
Hi, Can you please clarify how the load case below would load a tower in MS Tower? CASE 1303 Wind at 300.0 to X axis - pattern 3 WL ANGLX 300.0 NOICE ZGUST 17.78 ZGUST2 35.33 GFACT 0.66...
View ArticleHow to edit group description in RCDC
I once came across renaming a group of columns so that the group name will be reflected on the dxf plan wherever an instance of that group occurs. Unfortunately I don't know how I did it the first...
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Error During Analytical Model Creation
When I try to "return to analytical modeling" from the physical modeller I get the following error: "Unrecognized Guid format." All I changed from the last time I updated the analytical model is some...
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