I have recently Installed Staad Pro and I am not able to view the report Tab see below snip, How I can turn it on? I am using STAAD.Pro 2023 - Version 23.00.01.25
In one of the reports of Staad Pro. Calculation, I found the image that provided the details in the form of color legend of all the members based on Member Sizes, see the below image, How this output is produced?
Please guide, Thanks
I'm unable to design any directly welded connections in RAM Connection ( Version - 13.09.00.163 ) , Is there any provision for beam column flange/web directly welded ??
Hello,
I came across with an issue, could you please help me.
I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member.
WARNING: DESIGN OF SECTION FOR MEMBER #
Please help me how to rectify the…
Dear Team
I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…
Hi.
I recently got access to the student license of STAAD Pro. It was working well until last few days. The application is not starting. Below given screen appears and then there is no further movement in the loading. I tried re-installing the application…
PDF
Dear communities,
Please provide me the solution or method to design & analysis the STEPPED column.
For the reference, I have attached the pdf file, please check it & provide me the solution.
Thank you.
WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT?
I USED .accdb FILE FROM ETABS V19.
Item has already been added. Key in dictionary: '0' Key being added: '0'
Hello Everyone
For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Hello Everyone.
I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Hi,
How to we get the local deflection for node like the one we are getting for global deflection using " objOpenSTAAD.Output.GetNodeDisplacements(Selnode, LC, DisplacementAyyay) "
Thanks.
What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
Steel_Design_Optimizing_M_Intermediate_1_AISC_360-16.STD Steel_Design_Optimizing_M_Intermediate_1._IS800-2007 LSD.STD
Why I am getting "Fail" results after using optimization process of commands?; even selecting Ratio 0.9 initially, e.g look into…
Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…
Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…
Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
I have designed a steel structures in staad pro. I have some doubts in below
1. I'm getting an error in member designed failed, how to resolve it.
2. In output, Some of my members gets failed and some gets pass how to resolve it and how to optimize…
Hi, My manager created a spreader beam with pipes at first as the cables. Then i decided to change it with cables can you please point out what is wrong? and modify it? Been trying to find out what's the problem. Thank you and kind regards,
Tramyer…
Dear sir,
In attached stad file .I am applying the dead load 2kn/m2 as floor load.
1.somewhere i am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where i am having…